WO2013012012A1 - Wooden framework building - Google Patents

Wooden framework building Download PDF

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Publication number
WO2013012012A1
WO2013012012A1 PCT/JP2012/068225 JP2012068225W WO2013012012A1 WO 2013012012 A1 WO2013012012 A1 WO 2013012012A1 JP 2012068225 W JP2012068225 W JP 2012068225W WO 2013012012 A1 WO2013012012 A1 WO 2013012012A1
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WO
WIPO (PCT)
Prior art keywords
floor
wall
book wall
book
bolt
Prior art date
Application number
PCT/JP2012/068225
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French (fr)
Japanese (ja)
Inventor
信治 中田
暁 矢崎
Original Assignee
旭化成ホームズ株式会社
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Application filed by 旭化成ホームズ株式会社 filed Critical 旭化成ホームズ株式会社
Priority to JP2013524734A priority Critical patent/JP6096659B2/en
Publication of WO2013012012A1 publication Critical patent/WO2013012012A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00Flooring
    • E04F15/02Flooring or floor layers composed of a number of similar elements
    • E04F15/024Sectional false floors, e.g. computer floors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B2001/2696Shear bracing

Definitions

  • the present invention relates to a wooden frame building.
  • Patent Document 1 a wooden framed building in which a plurality of ALC panels are attached to a building frame is known.
  • a plurality of ALC panels are juxtaposed in the vertical direction and the horizontal direction.
  • Each ALC panel is provided with a through hole for inserting a locking member such as a screw.
  • ALC panels are arranged in parallel in the vertical direction between the lower beam and the upper beam.
  • a plurality of studs are arranged at regular intervals in the left-right direction, and each ALC panel is fixed to the lower beam, the upper beam, or the studs at eight locations by a locking member.
  • surface decorations such as a tape material and a decorative board, are provided on the joint part between at least two ALC panels.
  • the object of the present invention is to provide a wooden framed building that can sufficiently follow the displacement when the building is displaced due to an earthquake or the like.
  • a wooden frame building that has solved the above problems has a book wall attached to the lower and upper beams.
  • the book wall is attached to the lower beam and the upper beam, it is possible to attach the book wall without requiring a stud.
  • the book wall is a wall that does not bear structural strength. With the book wall attached in this way, the number of attachment locations can be reduced, and a locking structure that can be locked (swayed) with respect to the lower beam and the upper beam can be easily realized. Therefore, when a displacement occurs in the building due to an earthquake or the like, the book wall can be locked with respect to the lower beam and the upper beam, and the displacement of the building can be sufficiently followed.
  • the book wall faces the upper beam in the thickness direction of the book wall, and the book wall has one bolt protruding from the inner side surface of the book wall toward the upper beam.
  • the upper beam is formed with one bolt insertion hole through which the bolt is inserted, and the book wall can be rotated with respect to the upper beam by screwing the bolt and nut inserted into the bolt insertion hole. Is attached.
  • the book wall can be freely locked with respect to the upper beam, it can reliably follow the displacement of the upper beam. Further, there is no need to use a ruler or the like separately, and the locking construction method can be realized with a simple structure.
  • a damping material made of a viscoelastic material is interposed between the inner surface of the book wall and the outer surface of the upper beam. In this case, it is possible to increase the area where the damping material is interposed between the book wall and the upper beam without attaching an additional member for attaching the damping material. Is increased.
  • the damping material is arranged on both sides of the bolt inserted through the bolt insertion hole.
  • the damping material can be arranged at a position where the swing width of the book wall tends to be large with the bolt as a fulcrum, and the damping action can be exhibited more effectively.
  • the displacement when a displacement occurs in a building due to an earthquake or the like, the displacement can be sufficiently followed.
  • FIG. 1 is a perspective view schematically showing a structure of an embodiment of a wooden frame building.
  • FIG. 2 is a cross-sectional plan view of the upper beam, column, and book wall in FIG.
  • FIG. 3 is an enlarged cross-sectional view showing the structure for attaching the book wall to the foundation.
  • FIG. 4 is an enlarged cross-sectional view showing a structure for attaching a book wall to the upper beam.
  • FIG. 5 is a conceptual diagram showing a state in which the book wall shakes when a displacement occurs in the building.
  • FIG. 6 is an enlarged sectional view showing a second aspect of the book wall mounting structure.
  • FIG. 7 is an enlarged cross-sectional view showing a third aspect of the book wall mounting structure.
  • FIG. 8 is a perspective view showing a fourth aspect of the book wall mounting structure.
  • FIG. 9 is an enlarged cross-sectional view showing the fourth aspect of the book wall mounting structure and showing the book wall mounting structure on the foundation.
  • the wooden frame building 1 is a building having a wooden frame structure.
  • the wooden frame building 1 is, for example, two stories.
  • FIG. 1 shows a first floor portion of a wooden frame building 1.
  • the wooden frame building 1 includes a continuous foundation 2 formed along the outer periphery of the wooden frame building 1, a through pillar 6 standing on the continuous foundation 2 and extending to the second floor roof, and an adjacent through pillar 6. It has a second-floor floor beam 3 laid between them, and a high column 7 extending from the continuous foundation 2 to the second-floor floor beam 3 or from the second-floor floor beam 3 to the second-floor roof.
  • the continuous foundation 2 has a function as a beam for receiving a ground reaction force acting upward.
  • a plurality of vertically long book walls 4 are attached to the continuous foundation 2 and the second floor floor beam 3.
  • Wall bodies W1 and W2 are formed by arranging a plurality of book walls 4 side by side along the continuous foundation 2 in the left-right direction.
  • Each book wall 4 is constituted by a rectangular ALC panel.
  • Each book wall 4 has a length that reaches from the vicinity of the upper end of the continuous foundation 2 to the vicinity of the upper end of the second floor beam 3. That is, each book wall 4 has a length corresponding to the height of the first floor.
  • Each book wall 4 is attached to the continuous foundation 2 and the second-floor floor beam 3, and is not attached to the through pillar 6 or the upper floor pillar 7.
  • the book wall 4 is a so-called curtain wall that partitions the outdoor side and the indoor side of the wooden frame building 1 and is a wall that does not bear structural strength.
  • the continuous foundation 2 corresponds to the lower beam
  • the second floor beam 3 corresponds to the upper beam.
  • the protruding corner between the book wall 4 forming one wall body W1 and the book wall 4 forming another wall body W2 orthogonal to the wall wall W1 is vertically long and has a cross section L.
  • a character-shaped corner panel 17 is installed.
  • the corner panel 17 is composed of an ALC panel, and is fixed to the through column 6 with a bolt, a fixture, or the like.
  • the soil concrete 8 is formed on the indoor side of the continuous foundation 2.
  • a plurality of floor bundles 9 are juxtaposed on the soil concrete 8 in a direction parallel to the continuous foundation 2, and a horizontal member 10 constructed between the continuous foundations is supported by these floor bundles 9.
  • a plurality of floor panels 11 on the first floor are installed on the continuous foundation 2 and the horizontal member 10. These floor panels 11 are also constituted by ALC panels.
  • a bar-shaped receiving material 13 having a quadrangular cross section is fixed to the side surface of the second floor beam 3.
  • the receiving member 13 extends along the longitudinal direction of the second-floor floor beam 3, and is attached to an intermediate portion in the height direction of the second-floor floor beam 3.
  • a plurality of second-floor floor panels 14 are installed on the receiving members 13 and 13 fixed to the parallel second-floor floor beams 3 and 3 facing each other (only one floor panel 14 is shown in FIG. 1). ing). These floor panels 14 are also constituted by ALC panels.
  • the cross section (beam formation) of the second-floor floor beam 3 is appropriately changed according to the magnitude of the acting load.
  • a brace 16 is appropriately provided between the second-floor floor beam 3, the through column 6, and the upper floor column 7.
  • FIG. 3 is an enlarged cross-sectional view showing the attachment structure of the book wall 4 to the continuous foundation 2
  • FIG. 4 is an enlarged cross-sectional view showing the attachment structure of the book wall 4 to the second-floor floor beam 3.
  • a wall receiver 20 having a substantially L-shaped cross section is fixed on the upper surface 2 a of the continuous foundation 2.
  • the wall support 20 extends vertically on the upper surface 2a and extends horizontally toward the outdoor side of the upper surface 2a.
  • One wall receiver 20 may be provided continuously in the extending direction of the continuous foundation 2, or a plurality of wall receiving hardware 20 may be provided separately in the extending direction of the continuous foundation 2.
  • a spacing holder 21 having a square cross section is placed on the horizontal portion of the wall support 20, a spacing holder 21 having a square cross section is placed.
  • the lower part 4 a of the book wall 4 is placed on the interval holder 21.
  • the space holder 21 is what keeps the space
  • a bolt 23 that protrudes toward the indoor side is fixed to the lower portion 4a of the book wall 4.
  • the bolt 23 is a bolt with a hook having a flange 26 at an intermediate portion and having male threads cut at shaft portions on both sides of the flange 26.
  • One of the bolts 23 is screwed into the embedded nut 27 embedded in the inside of the book wall 4 until the flange 26 comes into contact with the inner surface of the book wall 4, and the other side of the bolt 23 projects toward the indoor side.
  • a vertical portion of the wall receiving metal 20 abuts, and a flat mounting bracket 22 is provided, and a bolt 23 passes through the mounting bracket 22.
  • the mounting bracket 22 is fixed to the inner surface side of the lower portion 4 a of the book wall 4 by a nut 24, and the lower end thereof is pressed against the vertical portion of the wall bracket 20. In other words, the mounting bracket 22 is fixed to the lower portion 4a of the book wall 4 and engaged with the wall receiver 20 to restrict the movement of the book wall 4 to the outdoor side.
  • the book wall 4 attached in this way to the continuous foundation 2 is restricted from moving in the out-of-plane direction (direction perpendicular to the wall surface formed by the book wall 4; indoor and outdoor direction) and It is movable in a direction along the direction (perpendicular to the plane of FIG. 3). That is, the book wall 4 is attached to the continuous foundation 2 so as to be freely rockable (swingable).
  • the upper part 4b of the book wall 4 faces the second floor beam 3 in the thickness direction.
  • a cylindrical recess 4c is formed on the outer surface side of the upper portion 4b of the book wall 4, and further, a through hole 4d that communicates the recess 4c with the inner surface side of the upper portion 4b is formed.
  • the recess 4c and the through hole 4d are provided with mounting bolts 30 projecting from the inner side surface 4e of the book wall 4 toward the second floor beam 3.
  • the second floor beam 3 is formed with a bolt insertion hole 3b at a position facing the through hole 4d, and the mounting bolt 30 is inserted into the bolt insertion hole 3b.
  • the mounting bolt 30 protrudes from the inner side surface 3 c of the second-floor floor beam 3.
  • the book wall 4 is attached to the second floor beam 3 by screwing the mounting bolt 30 and the nut 31 together.
  • a locking plate 39 is interposed between the inner side surface 3 c of the second floor beam 3 and the nut 31.
  • the dent 4c is filled with mortar or the like.
  • one mounting bolt 30 is provided for one book wall 4, and correspondingly, a bolt insertion hole 3 b for mounting one book wall 4 is provided on the second floor.
  • One is formed on the beam 3.
  • the book wall 4 thus attached to the second-floor floor beam 3 via one mounting bolt 30 is restricted from moving in the out-of-plane direction, and has a wall surface with the mounting bolt 30 as an axis. It can be rotated in a horizontal plane. That is, the book wall 4 is attached to the second-floor floor beam 3 so as to be freely rockable.
  • a damping material 32 made of a viscoelastic body is interposed between the inner side surface 4e of the book wall 4 and the outer side surface 3d of the second floor beam 3.
  • the damping material 32 is provided on most of the inner side surface 4 e of the book wall 4 facing the second-floor floor beam 3.
  • each of the plurality of book walls 4 shown in FIG. 1 is attached to the continuous foundation 2 so as to be freely locked, and is also attached to the second floor beam 3 so as to be freely locked.
  • the lower part 4 a and the upper part 4 b of each book wall 4 are attached to the continuous foundation 2 and the second-floor floor beam 3.
  • Each book wall 4 is not connected to a building frame other than the continuous foundation 2 and the second-floor floor beam 3. Further, a stud for attaching the book wall 4 is not necessary.
  • An inverted T-shaped wall receiver 33 is fixed to the upper surface 3 a of the second floor beam 3, and a lower part 40 a of the second-level book wall 40 is placed on the wall receiver 33.
  • a bolt 36 protruding toward the indoor side is fixed to the lower portion 40 a of the book wall 40.
  • the bolt 36 is a barbed bolt having the same configuration as the bolt 23 in the mounting structure A.
  • the mounting bracket 34 provided on the inner surface side of the lower portion 40 a is fixed to the inner surface side of the lower portion 40 a by bolts 36 and nuts 37, and the lower end thereof is pressed against the vertical portion of the wall bracket 33. That is, the mounting bracket 34 is fixed to the lower portion 40a and engaged with the wall bracket 33 to restrict the movement of the book wall 40 to the outdoor side.
  • the book wall 40 attached in this way to the second-floor floor beam 3 is restricted from moving in the out-of-plane direction and is movable in the direction along the wall surface (the direction perpendicular to the paper surface of FIG. 4). It is attached to the second-floor floor beam 3 so as to be freely rockable.
  • the upper part of the book wall 40 is attached similarly to the upper part 4b of the book wall 4 with respect to the floor beam of a rooftop floor.
  • the second-floor floor beam 3 corresponds to the lower beam
  • the floor beam on the roof floor corresponds to the upper beam.
  • the floor panel of a rooftop floor is constructed by the receiving material fixed to the side surface of the floor beam similarly to the floor panel 14 of the 2nd floor.
  • the book wall 4 is attached to the continuous foundation 2 and the second-floor floor beam 3, it is possible to attach the book wall 4 without requiring a stud.
  • the number of places where the book wall 4 is attached is reduced to two parts, ie, the lower part 4a and the upper part 4b, and a rocking construction method capable of rocking (swinging) the continuous foundation 2 and the second floor beam 3 is realized. Therefore, when a horizontal force acts on the building 1 due to an earthquake or the like, the wall 4 is locked to the continuous foundation 2 and the second floor beam 3 and sufficiently follows the displacement of the building 1 (FIG. 5). reference). In addition, material costs and construction labor are reduced due to the small number of attachment points. The same effect can be obtained with the second-level book wall 40.
  • the upper portion 4b of the book wall 4 is rotatably attached to the second floor beam 3 by screwing the mounting bolt 30 inserted through the bolt insertion hole 3b and the nut 31.
  • the book wall 4 can be locked with respect to the floor beam 3 and can reliably follow the displacement of the second floor beam 3 (see FIG. 5).
  • the damping material 32 which consists of a viscoelastic body is interposed between the inner side surface 4e of the book wall 4 and the outer side surface 3d of the 2nd floor floor beam 3, it is for attaching the damping material 32 Without attaching an additional member, the interposing area of the damping material 32 is made large between the book wall 4 and the second-floor floor beam 3, and as a result, the damping effect is enhanced.
  • the corner panel 17 is fixed to the through pillar 6, when a horizontal force is applied due to an earthquake or the like and the building 1 is displaced, the corner panel 17 is inclined integrally with the through pillar 6.
  • the wall body W1, W2 is pushed by the corner panel 17 to follow the displacement of the building 1. Therefore, the followability with respect to the displacement of the building 1 is improved as the whole wall bodies W1 and W2.
  • the lower part 40a of the book wall 40 may be attached in the same manner as the upper part 4b of the book wall 4.
  • the second floor floor beam 3 is provided at a position slightly higher than the position shown in FIG. 4, so that the lower portion 40 a of the book wall 40 faces the second floor floor beam 3.
  • a recess 40c and a through-hole 40d are provided in the lower portion 40a, a mounting bolt 41 projects from the inner side surface 40e of the book wall 40, and a mounting bolt 41 is installed in a bolt insertion hole 3e provided in the second floor beam 3.
  • the lower portion 40 a of the book wall 40 is attached to the second-floor floor beam 3 using the nut 42 and the locking plate 43.
  • the lower end of the book wall 40 is supported by a T-shaped wall receiver 45 fixed to the inner side surface 3 c of the second-floor floor beam 3.
  • the damping material 32 is also interposed between the inner side surface 40 e of the book wall 40 and the outer side surface 3 d of the second-floor floor beam 3.
  • an L-shaped floor support 44 having an L-shaped cross section can be fixed to the inner side surface 3 c of the second floor beam 3, and the floor panel 14 can be placed on the floor support 44.
  • the book wall 40 is attached to the second-floor floor beam 3 so as to be rotatable on a wall surface around the attachment bolt 41 in a horizontal plane.
  • a bolt 23 (see FIG. 3) and A similar bolt with a hook may be used.
  • a bolt with a hook You may make it screw the general volt
  • the wooden frame building is not limited to two stories, but may be one story or three stories.
  • the mounting bolt 30 passed through the bolt insertion hole 3b is sandwiched as in the mounting structure F of the vertically long wall 50 attached to the continuous foundation 2 and the second floor beam 3.
  • a pair of damping materials 51 may be arranged. That is, the damping material 51 is arranged on both sides of the mounting bolt 30 in the extending direction of the second-floor floor beam 3.
  • the pair of damping members 51 are provided at positions symmetrical with respect to the mounting bolts 30, and are interposed between the inner side surface 50 e of the book wall 50 and the outer side surface 3 d of the second floor beam 3. Be dressed. As a result, a gap is formed between the mounting bolt 30 and the damping material 51.
  • the vibration damping material 51 is disposed at a portion where the swing width of the book wall 50 is increased, so that the vibration damping action is more effectively performed. Is demonstrated.
  • the damping material 51 can be sandwiched between the second-floor floor beam 3 and the book wall while being pre-compressed. Thereby, the damping performance of the damping material 3 can be further improved.
  • the ALC panel as the book wall 50 is provided with a frame-shaped reinforcing bar 50f embedded therein, and the damping material 51 is bonded in a region surrounded by the reinforcing bar 50f in a plan view so that the ALC is locked. It is also possible to suppress problems such as the book wall 50 formed by the panel being excessively pulled by the damping material 51 and the end portion being damaged by the pulling.
  • a wall receiver 55 having a substantially L-shaped cross section is fixed on the upper surface 2 a of the continuous foundation 2, and a spacing holder 56 is placed on the wall receiver 55.
  • the lower part 50 a of the book wall 50 is placed on the spacing holder 56.
  • a wooden base 53 is attached via a steel base material 52 on the upper surface 2 a of the continuous foundation 2 and at a position closer to the room than the wall support 55.
  • a hooked bolt 58 that protrudes toward the indoor side is fixed to the lower part 50 a of the book wall 50.
  • One of the hooked bolts 58 is screwed into an embedded nut 57 embedded in the inside of the book wall 50, and the other is passed through a bolt insertion hole 53 b formed in the base 53 of the hooked bolt 58. 53 is fixed.
  • a pair of vibration damping materials 54 are interposed between the outer side surface 53a of the base 53 and the inner side surface 50e of the book wall 50 so as to sandwich the bolt 58.
  • the frame structure which concerns on this invention is a structure where a book wall is attached to the lower horizontal member and upper horizontal member in each hierarchy. It can also be explained.
  • the displacement when a displacement occurs in a building due to an earthquake or the like, the displacement can be sufficiently followed.
  • SYMBOLS 1 Wooden frame building, 2 ... Continuous foundation, 3 ... Second-floor floor beam (upper beam), 3b ... Bolt insertion hole, 3d ... Outer surface of (upper beam), 3e ... Bolt insertion hole, 4 ... Book wall, 4e ... inner surface (of the wall), 30 ... mounting bolt, 31 ... nut, 41 ... mounting bolt, 42 ... nut.

Abstract

A wooden framework building is a building which, when a displacement occurs in the building due to an earthquake or the like, can fully adapt to the displacement, and is provided with curtain walls attached to a lower beam and an upper beam.

Description

木造軸組建物Wooden frame building
 本発明は、木造軸組建物に関する。 The present invention relates to a wooden frame building.
 従来、下記特許文献1に示されるように、建物躯体に対し複数のALCパネルを取り付けた木造軸組建物が知られている。この建物では、複数のALCパネルが上下方向および左右方向に並設されている。各ALCパネルには、ビス等の係止部材を挿通するための貫通孔が設けられている。建物躯体を構成する柱などに係止部材をねじ込むことで、ALCパネルをその柱などに向けて押圧し、固定している。 Conventionally, as shown in Patent Document 1 below, a wooden framed building in which a plurality of ALC panels are attached to a building frame is known. In this building, a plurality of ALC panels are juxtaposed in the vertical direction and the horizontal direction. Each ALC panel is provided with a through hole for inserting a locking member such as a screw. By screwing a locking member into a pillar or the like constituting the building frame, the ALC panel is pressed and fixed toward the pillar or the like.
 具体的には、下部梁と上部梁との間において、上下方向に6枚のALCパネルが並設されている。この建物では、左右方向に一定の間隔で複数の間柱が配設されており、各々のALCパネルは、係止部材によって、下部梁、上部梁、または間柱に対して8箇所で固定されている。さらに、貫通孔に挿通された係止部材とALCパネルとの間に隙間を有しており、係止部材は貫通穴内で遊動可能になっている。そして、テープ材や化粧板などの表面装飾が、少なくとも2枚のALCパネル間の目地部上に設けられている。 Specifically, six ALC panels are arranged in parallel in the vertical direction between the lower beam and the upper beam. In this building, a plurality of studs are arranged at regular intervals in the left-right direction, and each ALC panel is fixed to the lower beam, the upper beam, or the studs at eight locations by a locking member. . Furthermore, there is a gap between the locking member inserted through the through hole and the ALC panel, and the locking member is allowed to move freely in the through hole. And surface decorations, such as a tape material and a decorative board, are provided on the joint part between at least two ALC panels.
 このような構成により、地震などによって建物躯体に変位が生じた場合に、係止部材とALCパネルとの間の隙間に変位を吸収させるようにしている。これにより、ALCパネル同士が相対的に変位差を生じることを防止し、表面装飾の剥がれ等を防止している。 With this configuration, when a displacement occurs in the building frame due to an earthquake or the like, the displacement is absorbed in the gap between the locking member and the ALC panel. Thereby, it is prevented that ALC panels produce a relative displacement difference, and peeling of a surface decoration etc. is prevented.
特開2002-339481号公報JP 2002-339481 A
 しかしながら、上記した従来の建物では、間柱を設けることにより上下方向に複数枚のパネルが固定されており、間柱に対する固定用の係止部材が多く設けられる。よって、建物躯体に変位が生じた際、上記の隙間ではその変位を吸収しきれないこともあり、上記係止部材による固定箇所を起点としてALCパネルが損傷する虞がある。このように、従来の建物では、地震などにより建物に変位が生じた場合に、その変位に追従しきれない場合があった。 However, in the conventional building described above, a plurality of panels are fixed in the vertical direction by providing the studs, and many locking members for fixing the studs are provided. Therefore, when a displacement occurs in the building frame, the gap may not be able to absorb the displacement, and there is a possibility that the ALC panel may be damaged starting from the fixed portion by the locking member. As described above, in a conventional building, when a displacement occurs in the building due to an earthquake or the like, there is a case where the displacement cannot be completely followed.
 本発明は、地震などにより建物に変位が生じた場合に、その変位に十分に追従することができる木造軸組建物を提供することを目的とする。 The object of the present invention is to provide a wooden framed building that can sufficiently follow the displacement when the building is displaced due to an earthquake or the like.
 上記課題を解決した木造軸組建物は、下部梁と上部梁とに取り付けられた帳壁を備えている。 木 A wooden frame building that has solved the above problems has a book wall attached to the lower and upper beams.
 この木造軸組建物によれば、帳壁は、下部梁と上部梁とに取り付けられているので、間柱を要することなく、帳壁を取り付けることができる。ここで、帳壁とは、構造的な耐力を負担しない壁である。このように取り付けられた帳壁では、取り付け箇所を少なくすることができると共に、下部梁および上部梁に対してロッキング(揺れ)可能なロッキング構法を実現しやすい。よって、地震などにより建物に変位が生じた場合に、帳壁を下部梁および上部梁に対しロッキングさせることができ、建物の変位に十分に追従することができる。 According to this wooden frame building, since the book wall is attached to the lower beam and the upper beam, it is possible to attach the book wall without requiring a stud. Here, the book wall is a wall that does not bear structural strength. With the book wall attached in this way, the number of attachment locations can be reduced, and a locking structure that can be locked (swayed) with respect to the lower beam and the upper beam can be easily realized. Therefore, when a displacement occurs in the building due to an earthquake or the like, the book wall can be locked with respect to the lower beam and the upper beam, and the displacement of the building can be sufficiently followed.
 また、上記木造軸組建物において、帳壁は、帳壁の厚み方向において上部梁に対向しており、帳壁には、帳壁の内側面から上部梁に向けて突出する1本のボルトが設けられ、上部梁には、ボルトが挿通される1つのボルト挿通孔が形成され、帳壁は、ボルト挿通孔に挿通されたボルトとナットとの螺合により、上部梁に対して回動可能に取り付けられている。この場合、上部梁に対して帳壁はロッキング自在となるので、上部梁の変位に対して確実に追従できる。また、定規金物などを別途用いる必要がなく、簡易な構造でロッキング構法を実現することができる。 In the wooden frame building, the book wall faces the upper beam in the thickness direction of the book wall, and the book wall has one bolt protruding from the inner side surface of the book wall toward the upper beam. The upper beam is formed with one bolt insertion hole through which the bolt is inserted, and the book wall can be rotated with respect to the upper beam by screwing the bolt and nut inserted into the bolt insertion hole. Is attached. In this case, since the book wall can be freely locked with respect to the upper beam, it can reliably follow the displacement of the upper beam. Further, there is no need to use a ruler or the like separately, and the locking construction method can be realized with a simple structure.
 また、上記木造軸組建物において、帳壁の内側面と上部梁の外側面との間には、粘弾性体からなる制振材が介装されている。この場合、制振材を取り付けるための付加的な部材を取り付けることなく、帳壁と上部梁との間で制振材が介装される面積を大きくとることができ、その結果として制振効果が高められる。 In the wooden frame building, a damping material made of a viscoelastic material is interposed between the inner surface of the book wall and the outer surface of the upper beam. In this case, it is possible to increase the area where the damping material is interposed between the book wall and the upper beam without attaching an additional member for attaching the damping material. Is increased.
 また、制振材は、ボルト挿通孔に挿通されたボルトの両側に配置されている。この場合、ボルトを支点にして帳壁の振れ幅が大きくなり易い位置に制振材を配置でき、より効果的に制振作用を発揮させることができる。 Moreover, the damping material is arranged on both sides of the bolt inserted through the bolt insertion hole. In this case, the damping material can be arranged at a position where the swing width of the book wall tends to be large with the bolt as a fulcrum, and the damping action can be exhibited more effectively.
 本発明の一側面によれば、地震などにより建物に変位が生じた場合に、その変位に十分に追従することができる。 According to one aspect of the present invention, when a displacement occurs in a building due to an earthquake or the like, the displacement can be sufficiently followed.
図1は、木造軸組建物の一実施形態の構造を概略的に示す斜視図である。FIG. 1 is a perspective view schematically showing a structure of an embodiment of a wooden frame building. 図2は、図1中の上部梁、柱、および帳壁の平断面図である。FIG. 2 is a cross-sectional plan view of the upper beam, column, and book wall in FIG. 図3は、基礎に対する帳壁の取り付け構造を示す拡大断面図である。FIG. 3 is an enlarged cross-sectional view showing the structure for attaching the book wall to the foundation. 図4は、上部梁に対する帳壁の取り付け構造を示す拡大断面図である。FIG. 4 is an enlarged cross-sectional view showing a structure for attaching a book wall to the upper beam. 図5は、建物に変位が生じた場合に帳壁が揺れる状態を示す概念図である。FIG. 5 is a conceptual diagram showing a state in which the book wall shakes when a displacement occurs in the building. 図6は、帳壁の取り付け構造の第2の態様を示す拡大断面図である。FIG. 6 is an enlarged sectional view showing a second aspect of the book wall mounting structure. 図7は、帳壁の取り付け構造の第3の態様を示す拡大断面図である。FIG. 7 is an enlarged cross-sectional view showing a third aspect of the book wall mounting structure. 図8は、帳壁の取り付け構造の第4の態様を示す斜視図である。FIG. 8 is a perspective view showing a fourth aspect of the book wall mounting structure. 図9は、帳壁の取り付け構造の第4の態様を示し、基礎に対する帳壁の取り付け構造を示す拡大断面図である。FIG. 9 is an enlarged cross-sectional view showing the fourth aspect of the book wall mounting structure and showing the book wall mounting structure on the foundation.
 以下、本発明の実施形態について、図面を参照しながら説明する。なお、図面の説明において同一要素には同一符号を付し、重複する説明は省略する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the description of the drawings, the same elements are denoted by the same reference numerals, and redundant descriptions are omitted.
 図1に示すように、木造軸組建物1は、木造の軸組構造を有する建物である。木造軸組建物1は、例えば2階建てである。図1には、木造軸組建物1の1階部分が示されている。木造軸組建物1は、木造軸組建物1の外周部に沿って形成された連続基礎2と、連続基礎2上に立設されて2階屋根まで延在する通し柱6と、隣り合う通し柱6間に架設される2階床梁3と、連続基礎2から2階床梁3まで、或いは2階床梁3から2階屋根まで延在する階高柱7とを有している。連続基礎2は、上向きに作用する地反力を受け止める梁としての機能を有する。 As shown in FIG. 1, the wooden frame building 1 is a building having a wooden frame structure. The wooden frame building 1 is, for example, two stories. FIG. 1 shows a first floor portion of a wooden frame building 1. The wooden frame building 1 includes a continuous foundation 2 formed along the outer periphery of the wooden frame building 1, a through pillar 6 standing on the continuous foundation 2 and extending to the second floor roof, and an adjacent through pillar 6. It has a second-floor floor beam 3 laid between them, and a high column 7 extending from the continuous foundation 2 to the second-floor floor beam 3 or from the second-floor floor beam 3 to the second-floor roof. The continuous foundation 2 has a function as a beam for receiving a ground reaction force acting upward.
 連続基礎2と2階床梁3とには、縦長の帳壁4が複数取り付けられている。複数の帳壁4が連続基礎2に沿って左右方向に並設されることで、壁体W1,W2が形成されている。各帳壁4は、長方形状のALCパネルによって構成される。各帳壁4は、連続基礎2の上端付近から2階床梁3の上端付近に達する長さを有している。すなわち、各帳壁4は、1階の階高に相当する長さを有している。各帳壁4は、連続基礎2および2階床梁3に対して取り付けられており、通し柱6や階高柱7には取り付けられていない。帳壁4は、木造軸組建物1の屋外側と室内側とを仕切る、いわゆるカーテンウォールであり、構造的な耐力を負担しない壁である。このような1階の帳壁4の取り付け構造において、連続基礎2は下部梁に相当し、2階床梁3は上部梁に相当する。 A plurality of vertically long book walls 4 are attached to the continuous foundation 2 and the second floor floor beam 3. Wall bodies W1 and W2 are formed by arranging a plurality of book walls 4 side by side along the continuous foundation 2 in the left-right direction. Each book wall 4 is constituted by a rectangular ALC panel. Each book wall 4 has a length that reaches from the vicinity of the upper end of the continuous foundation 2 to the vicinity of the upper end of the second floor beam 3. That is, each book wall 4 has a length corresponding to the height of the first floor. Each book wall 4 is attached to the continuous foundation 2 and the second-floor floor beam 3, and is not attached to the through pillar 6 or the upper floor pillar 7. The book wall 4 is a so-called curtain wall that partitions the outdoor side and the indoor side of the wooden frame building 1 and is a wall that does not bear structural strength. In such a mounting structure of the first floor book wall 4, the continuous foundation 2 corresponds to the lower beam, and the second floor beam 3 corresponds to the upper beam.
 図2にも示すように、一の壁体W1を形成する帳壁4と、これに直交する他の壁体W2を構成する帳壁4との間の出隅部には、縦長で断面L字状のコーナーパネル17が設置されている。コーナーパネル17は、ALCパネルによって構成され、通し柱6に対してボルトや固定金具等により固定されている。 As shown also in FIG. 2, the protruding corner between the book wall 4 forming one wall body W1 and the book wall 4 forming another wall body W2 orthogonal to the wall wall W1 is vertically long and has a cross section L. A character-shaped corner panel 17 is installed. The corner panel 17 is composed of an ALC panel, and is fixed to the through column 6 with a bolt, a fixture, or the like.
 連続基礎2の室内側には、土間コンクリート8が形成されている。土間コンクリート8上には、複数の床束9が連続基礎2と平行な方向に並設され、連続基礎間に架設される横架材10はこれらの床束9によって支持されている。連続基礎2および横架材10には、1階の床パネル11が複数架設されている。これらの床パネル11も、ALCパネルによって構成される。 The soil concrete 8 is formed on the indoor side of the continuous foundation 2. A plurality of floor bundles 9 are juxtaposed on the soil concrete 8 in a direction parallel to the continuous foundation 2, and a horizontal member 10 constructed between the continuous foundations is supported by these floor bundles 9. A plurality of floor panels 11 on the first floor are installed on the continuous foundation 2 and the horizontal member 10. These floor panels 11 are also constituted by ALC panels.
 2階床梁3の側面には、断面四角形で棒状の受け材13が固定されている。受け材13は、2階床梁3の長手方向に沿って延びており、2階床梁3の高さ方向における中間部に添設されている。互いに対向する平行な2階床梁3,3に固定された受け材13,13には、2階の床パネル14が複数架設されている(図1では1枚の床パネル14のみが図示されている)。これらの床パネル14も、ALCパネルによって構成される。2階床梁3の断面(梁成)は、作用する荷重の大きさに応じて適宜変更される。2階床梁3、通し柱6、および階高柱7の間には、筋かい16が適宜設けられる。 A bar-shaped receiving material 13 having a quadrangular cross section is fixed to the side surface of the second floor beam 3. The receiving member 13 extends along the longitudinal direction of the second-floor floor beam 3, and is attached to an intermediate portion in the height direction of the second-floor floor beam 3. A plurality of second-floor floor panels 14 are installed on the receiving members 13 and 13 fixed to the parallel second-floor floor beams 3 and 3 facing each other (only one floor panel 14 is shown in FIG. 1). ing). These floor panels 14 are also constituted by ALC panels. The cross section (beam formation) of the second-floor floor beam 3 is appropriately changed according to the magnitude of the acting load. A brace 16 is appropriately provided between the second-floor floor beam 3, the through column 6, and the upper floor column 7.
 図3および図4を参照して、帳壁4の取り付け構造をより詳しく説明する。図3は、連続基礎2に対する帳壁4の取り付け構造を示す拡大断面図であり、図4は、2階床梁3に対する帳壁4の取り付け構造を示す拡大断面図である。 The attachment structure of the book wall 4 will be described in more detail with reference to FIGS. FIG. 3 is an enlarged cross-sectional view showing the attachment structure of the book wall 4 to the continuous foundation 2, and FIG. 4 is an enlarged cross-sectional view showing the attachment structure of the book wall 4 to the second-floor floor beam 3.
 図3に示すように、連続基礎2に対する帳壁4の取り付け構造Aにおいて、連続基礎2の上面2a上には、断面略L字状の壁受け金物20が固定されている。壁受け金物20は、上面2a上で鉛直に延びると共に、上面2aの室外側に向けて水平に延びている。壁受け金物20は、連続基礎2の延在方向に連続して1本が設けられてもよいし、連続基礎2の延在方向に離間して複数設けられても良い。壁受け金物20の水平部分の上には、断面四角形の間隔保持具21が載置されている。この間隔保持具21上に帳壁4の下部4aが載置されている。間隔保持具21は、連続基礎2の上面2aと帳壁4の下部4aとの間隔を保持して屋内外間における通気性を確保するためのものである。 As shown in FIG. 3, in the attachment structure A of the book wall 4 to the continuous foundation 2, a wall receiver 20 having a substantially L-shaped cross section is fixed on the upper surface 2 a of the continuous foundation 2. The wall support 20 extends vertically on the upper surface 2a and extends horizontally toward the outdoor side of the upper surface 2a. One wall receiver 20 may be provided continuously in the extending direction of the continuous foundation 2, or a plurality of wall receiving hardware 20 may be provided separately in the extending direction of the continuous foundation 2. On the horizontal portion of the wall support 20, a spacing holder 21 having a square cross section is placed. The lower part 4 a of the book wall 4 is placed on the interval holder 21. The space | interval holder 21 is what keeps the space | interval of the upper surface 2a of the continuous foundation 2, and the lower part 4a of the book wall 4, and ensures air permeability indoors and outdoors.
 帳壁4の下部4aには、室内側に向けて突出するボルト23が固定されている。ボルト23は、中間部に鍔26を有し鍔26の両側の軸部に雄ねじが切られた鍔つきボルトである。ボルト23の一方は、帳壁4の内部に埋め込まれた埋め込みナット27に対し鍔26が帳壁4の内面に当接するまでねじ込まれ、ボルト23の他方は室内側に向けて突出している。帳壁4の下部4aの内面側には、壁受け金物20の鉛直部分が当接すると共に、平板状の取り付け金具22が設けられ、この取り付け金具22にボルト23が貫通している。取り付け金具22は、ナット24により帳壁4の下部4aの内面側に固定されると共に、その下端が壁受け金物20の鉛直部分に圧接されている。すなわち、取り付け金具22は、帳壁4の下部4aに固定されると共に壁受け金物20に係合されて、帳壁4の屋外側への移動を規制している。 A bolt 23 that protrudes toward the indoor side is fixed to the lower portion 4a of the book wall 4. The bolt 23 is a bolt with a hook having a flange 26 at an intermediate portion and having male threads cut at shaft portions on both sides of the flange 26. One of the bolts 23 is screwed into the embedded nut 27 embedded in the inside of the book wall 4 until the flange 26 comes into contact with the inner surface of the book wall 4, and the other side of the bolt 23 projects toward the indoor side. On the inner surface side of the lower portion 4 a of the book wall 4, a vertical portion of the wall receiving metal 20 abuts, and a flat mounting bracket 22 is provided, and a bolt 23 passes through the mounting bracket 22. The mounting bracket 22 is fixed to the inner surface side of the lower portion 4 a of the book wall 4 by a nut 24, and the lower end thereof is pressed against the vertical portion of the wall bracket 20. In other words, the mounting bracket 22 is fixed to the lower portion 4a of the book wall 4 and engaged with the wall receiver 20 to restrict the movement of the book wall 4 to the outdoor side.
 連続基礎2に対してこのように取り付けられた帳壁4は、面外方向(帳壁4により形成される壁面に垂直な方向。屋内外方向。)への移動を規制されると共に、壁面に沿う方向(図3の紙面に垂直な方向)には移動可能になっている。すなわち、帳壁4は、連続基礎2に対してロッキング(揺れ)自在に取り付けられている。 The book wall 4 attached in this way to the continuous foundation 2 is restricted from moving in the out-of-plane direction (direction perpendicular to the wall surface formed by the book wall 4; indoor and outdoor direction) and It is movable in a direction along the direction (perpendicular to the plane of FIG. 3). That is, the book wall 4 is attached to the continuous foundation 2 so as to be freely rockable (swingable).
 図4に示すように、2階床梁3に対する帳壁4の取り付け構造Bにおいて、帳壁4の上部4bは、その厚み方向において2階床梁3に対向している。帳壁4の上部4bには、その外面側に円柱状の窪み4cが形成されており、さらに、この窪み4cと上部4bの内面側を連通する貫通孔4dが形成されている。この窪み4cおよび貫通孔4dには、帳壁4の内側面4eから2階床梁3に向けて突出する取り付け用ボルト30が設けられている。一方、2階床梁3には、貫通孔4dに対向する位置にボルト挿通孔3bが形成されており、このボルト挿通孔3bに取り付け用ボルト30が挿通されている。このボルト挿通孔3bの周面と取り付け用ボルト30との間には、多少の隙間を設けてもよい。取り付け用ボルト30は、2階床梁3の内側面3cから突出している。そして、取り付け用ボルト30とナット31との螺合により、2階床梁3に対して帳壁4が取り付けられている。2階床梁3の内側面3cとナット31との間には、係止プレート39が介在されている。なお、図示は省略するが、窪み4cにはモルタル等が充填される。 As shown in FIG. 4, in the attachment structure B of the book wall 4 to the second floor beam 3, the upper part 4b of the book wall 4 faces the second floor beam 3 in the thickness direction. A cylindrical recess 4c is formed on the outer surface side of the upper portion 4b of the book wall 4, and further, a through hole 4d that communicates the recess 4c with the inner surface side of the upper portion 4b is formed. The recess 4c and the through hole 4d are provided with mounting bolts 30 projecting from the inner side surface 4e of the book wall 4 toward the second floor beam 3. On the other hand, the second floor beam 3 is formed with a bolt insertion hole 3b at a position facing the through hole 4d, and the mounting bolt 30 is inserted into the bolt insertion hole 3b. Some clearance may be provided between the peripheral surface of the bolt insertion hole 3 b and the mounting bolt 30. The mounting bolt 30 protrudes from the inner side surface 3 c of the second-floor floor beam 3. The book wall 4 is attached to the second floor beam 3 by screwing the mounting bolt 30 and the nut 31 together. A locking plate 39 is interposed between the inner side surface 3 c of the second floor beam 3 and the nut 31. Although not shown, the dent 4c is filled with mortar or the like.
 ここで、1枚の帳壁4に対して、1本の取り付け用ボルト30が設けられており、これに対応して、1枚の帳壁4を取り付けるためのボルト挿通孔3bが2階床梁3に1つ形成されている。1本の取り付け用ボルト30を介して2階床梁3に対してこのように取り付けられた帳壁4は、面外方向への移動を規制されると共に、取り付け用ボルト30を軸として、壁面に水平な面内で回動可能になっている。すなわち、帳壁4は、2階床梁3に対してロッキング(揺れ)自在に取り付けられている。 Here, one mounting bolt 30 is provided for one book wall 4, and correspondingly, a bolt insertion hole 3 b for mounting one book wall 4 is provided on the second floor. One is formed on the beam 3. The book wall 4 thus attached to the second-floor floor beam 3 via one mounting bolt 30 is restricted from moving in the out-of-plane direction, and has a wall surface with the mounting bolt 30 as an axis. It can be rotated in a horizontal plane. That is, the book wall 4 is attached to the second-floor floor beam 3 so as to be freely rockable.
 さらに、帳壁4の内側面4eと2階床梁3の外側面3dとの間には、粘弾性体からなる制振材32が介装されている。制振材32は、2階床梁3に対向する帳壁4の内側面4eの大部分に設けられている。 Furthermore, a damping material 32 made of a viscoelastic body is interposed between the inner side surface 4e of the book wall 4 and the outer side surface 3d of the second floor beam 3. The damping material 32 is provided on most of the inner side surface 4 e of the book wall 4 facing the second-floor floor beam 3.
 このように、図1に示す複数の帳壁4の各々は、連続基礎2に対してロッキング自在に取り付けられると共に、2階床梁3に対してもロッキング自在に取り付けられる。言い換えれば、各帳壁4の下部4aおよび上部4bが、連続基礎2および2階床梁3に対して取り付けられている。各帳壁4は、連続基礎2および2階床梁3以外の建物躯体には連結されていない。また、帳壁4を取り付けるための間柱などは不要である。 As described above, each of the plurality of book walls 4 shown in FIG. 1 is attached to the continuous foundation 2 so as to be freely locked, and is also attached to the second floor beam 3 so as to be freely locked. In other words, the lower part 4 a and the upper part 4 b of each book wall 4 are attached to the continuous foundation 2 and the second-floor floor beam 3. Each book wall 4 is not connected to a building frame other than the continuous foundation 2 and the second-floor floor beam 3. Further, a stud for attaching the book wall 4 is not necessary.
 次に、2階部分における帳壁40の取り付け構造Cについて説明する。2階床梁3の上面3aには、逆T字状の壁受け金物33が固定され、この壁受け金物33上に2階の帳壁40の下部40aが載置されている。帳壁40の下部40aには、室内側に向けて突出するボルト36が固定されている。このボルト36は、取り付け構造Aにおけるボルト23と同様の構成を有する鍔つきボルトである。下部40aの内面側に設けられた取り付け金具34が、ボルト36およびナット37により下部40aの内面側に固定されると共に、その下端が壁受け金物33の鉛直部分に圧接されている。すなわち、取り付け金具34は、下部40aに固定されると共に壁受け金物33に係合されて、帳壁40の屋外側への移動を規制している。 Next, the attachment structure C of the book wall 40 on the second floor will be described. An inverted T-shaped wall receiver 33 is fixed to the upper surface 3 a of the second floor beam 3, and a lower part 40 a of the second-level book wall 40 is placed on the wall receiver 33. A bolt 36 protruding toward the indoor side is fixed to the lower portion 40 a of the book wall 40. The bolt 36 is a barbed bolt having the same configuration as the bolt 23 in the mounting structure A. The mounting bracket 34 provided on the inner surface side of the lower portion 40 a is fixed to the inner surface side of the lower portion 40 a by bolts 36 and nuts 37, and the lower end thereof is pressed against the vertical portion of the wall bracket 33. That is, the mounting bracket 34 is fixed to the lower portion 40a and engaged with the wall bracket 33 to restrict the movement of the book wall 40 to the outdoor side.
 2階床梁3に対してこのように取り付けられた帳壁40は、面外方向への移動を規制されると共に、壁面に沿う方向(図4の紙面に垂直な方向)には移動可能になっており、2階床梁3に対してロッキング(揺れ)自在に取り付けられている。なお、図示は省略するが、帳壁40の上部も、屋上階の床梁に対して帳壁4の上部4bと同様に取り付けられている。このような2階の帳壁40の取り付け構造において、2階床梁3は下部梁に相当し、屋上階の床梁は上部梁に相当する。なお、屋上階の床パネルも、2階の床パネル14と同様、床梁の側面に固定された受け材に架設される。 The book wall 40 attached in this way to the second-floor floor beam 3 is restricted from moving in the out-of-plane direction and is movable in the direction along the wall surface (the direction perpendicular to the paper surface of FIG. 4). It is attached to the second-floor floor beam 3 so as to be freely rockable. In addition, although illustration is abbreviate | omitted, the upper part of the book wall 40 is attached similarly to the upper part 4b of the book wall 4 with respect to the floor beam of a rooftop floor. In such a mounting structure of the book wall 40 on the second floor, the second-floor floor beam 3 corresponds to the lower beam, and the floor beam on the roof floor corresponds to the upper beam. In addition, the floor panel of a rooftop floor is constructed by the receiving material fixed to the side surface of the floor beam similarly to the floor panel 14 of the 2nd floor.
 木造軸組建物1によれば、帳壁4は、連続基礎2と2階床梁3とに取り付けられているので、間柱を要することなく、帳壁4を取り付けることができる。帳壁4の取り付け箇所が下部4aおよび上部4bの2箇所と少なくなっていると共に、連続基礎2および2階床梁3に対してロッキング(揺れ)可能なロッキング構法が実現されている。よって、地震などによって水平力が作用し建物1に変位が生じた場合に、帳壁4は連続基礎2および2階床梁3に対しロッキングし、建物1の変位に十分に追従する(図5参照)。しかも、取り付け箇所が少ない分、材料費や施工の手間が低減されている。2階の帳壁40に関しても、同様の作用効果が奏される。 According to the wooden frame building 1, since the book wall 4 is attached to the continuous foundation 2 and the second-floor floor beam 3, it is possible to attach the book wall 4 without requiring a stud. The number of places where the book wall 4 is attached is reduced to two parts, ie, the lower part 4a and the upper part 4b, and a rocking construction method capable of rocking (swinging) the continuous foundation 2 and the second floor beam 3 is realized. Therefore, when a horizontal force acts on the building 1 due to an earthquake or the like, the wall 4 is locked to the continuous foundation 2 and the second floor beam 3 and sufficiently follows the displacement of the building 1 (FIG. 5). reference). In addition, material costs and construction labor are reduced due to the small number of attachment points. The same effect can be obtained with the second-level book wall 40.
 また、帳壁4の上部4bは、ボルト挿通孔3bに挿通された取り付け用ボルト30とナット31との螺合により、2階床梁3に対して回動可能に取り付けられているので、2階床梁3に対して帳壁4はロッキング自在となり、2階床梁3の変位に対して確実に追従できる(図5参照)。しかも、定規金物などを別途用いる必要がなく、簡易な構造でロッキング構法を実現することができる。 Further, the upper portion 4b of the book wall 4 is rotatably attached to the second floor beam 3 by screwing the mounting bolt 30 inserted through the bolt insertion hole 3b and the nut 31. The book wall 4 can be locked with respect to the floor beam 3 and can reliably follow the displacement of the second floor beam 3 (see FIG. 5). In addition, it is not necessary to use a ruler or the like separately, and the locking construction method can be realized with a simple structure.
 また、帳壁4の内側面4eと2階床梁3の外側面3dとの間には、粘弾性体からなる制振材32が介装されているので、制振材32を取り付けるための付加的な部材を取り付けることなく、帳壁4と2階床梁3との間で制振材32の介装面積を大きくとられており、その結果として制振効果が高められている。 Moreover, since the damping material 32 which consists of a viscoelastic body is interposed between the inner side surface 4e of the book wall 4 and the outer side surface 3d of the 2nd floor floor beam 3, it is for attaching the damping material 32 Without attaching an additional member, the interposing area of the damping material 32 is made large between the book wall 4 and the second-floor floor beam 3, and as a result, the damping effect is enhanced.
 さらにまた、コーナーパネル17が通し柱6に固定されているので、地震などによって水平力が作用し建物1に変位が生じた場合、通し柱6と一体になってコーナーパネル17が傾斜することとなり、このコーナーパネル17に壁体W1,W2が押されるなどして建物1の変位に追従する。よって、壁体W1,W2全体として、建物1の変位に対する追従性が高められている。 Furthermore, since the corner panel 17 is fixed to the through pillar 6, when a horizontal force is applied due to an earthquake or the like and the building 1 is displaced, the corner panel 17 is inclined integrally with the through pillar 6. The wall body W1, W2 is pushed by the corner panel 17 to follow the displacement of the building 1. Therefore, the followability with respect to the displacement of the building 1 is improved as the whole wall bodies W1 and W2.
 以上、本発明の一実施形態について説明したが、本発明は上記実施形態に限られるものではない。 Although one embodiment of the present invention has been described above, the present invention is not limited to the above embodiment.
 例えば、図6に示すように、1階と2階の間における帳壁40の取り付け構造Dにおいて、帳壁40の下部40aを帳壁4の上部4bと同様に取り付けてもよい。具体的には、2階床梁3が図4に示す位置よりもやや高い位置に設けられることで、帳壁40の下部40aが2階床梁3に対向している。この下部40aに窪み40cおよび貫通孔40dが設けられ、帳壁40の内側面40eに取り付け用ボルト41が突設され、2階床梁3に設けられたボルト挿通孔3eに取り付け用ボルト41が挿通され、ナット42および係止プレート43を用いて帳壁40の下部40aが2階床梁3に取り付けられる。帳壁40の下端は、2階床梁3の内側面3cに固定されたT字状の壁受け金物45によって支持される。また制振材32は、帳壁40の内側面40eと2階床梁3の外側面3dとの間にも介装される。この場合、2階床梁3の内側面3cに断面L字状の床受け金物44を固定し、この床受け金物44上に床パネル14を載置することができる。このような取り付け構造Dによれば、帳壁40は2階床梁3に対し、取り付け用ボルト41を軸として壁面に水平な面内で回動可能に取り付けられる。 For example, as shown in FIG. 6, in the attachment structure D of the book wall 40 between the first floor and the second floor, the lower part 40a of the book wall 40 may be attached in the same manner as the upper part 4b of the book wall 4. Specifically, the second floor floor beam 3 is provided at a position slightly higher than the position shown in FIG. 4, so that the lower portion 40 a of the book wall 40 faces the second floor floor beam 3. A recess 40c and a through-hole 40d are provided in the lower portion 40a, a mounting bolt 41 projects from the inner side surface 40e of the book wall 40, and a mounting bolt 41 is installed in a bolt insertion hole 3e provided in the second floor beam 3. The lower portion 40 a of the book wall 40 is attached to the second-floor floor beam 3 using the nut 42 and the locking plate 43. The lower end of the book wall 40 is supported by a T-shaped wall receiver 45 fixed to the inner side surface 3 c of the second-floor floor beam 3. The damping material 32 is also interposed between the inner side surface 40 e of the book wall 40 and the outer side surface 3 d of the second-floor floor beam 3. In this case, an L-shaped floor support 44 having an L-shaped cross section can be fixed to the inner side surface 3 c of the second floor beam 3, and the floor panel 14 can be placed on the floor support 44. According to such an attachment structure D, the book wall 40 is attached to the second-floor floor beam 3 so as to be rotatable on a wall surface around the attachment bolt 41 in a horizontal plane.
 また、図7に示す帳壁4の上部4bの取り付け構造Eのように、図3,図4に示した取り付け構造A,Cなどと同様にして、取り付け金具47を壁受け金物46に係合させる構造としてもよい。 Further, like the mounting structure E of the upper portion 4b of the book wall 4 shown in FIG. 7 and the mounting structures A and C shown in FIGS. It is good also as a structure to make.
 また、帳壁4の上部4bの取り付け構造A(図4,図6参照)や帳壁40の下部40aの取り付け構造D(図6参照)における取り付け用ボルトとして、ボルト23(図3参照)と同様の鍔つきボルトを用いてもよい。また、鍔つきボルトに限られず、埋め込みナットに対して、床梁3の内側から軸部と頭部とからなる一般的なボルトをねじ込むようにしてもよい。 Further, as a mounting bolt in the mounting structure A (see FIGS. 4 and 6) of the upper part 4b of the book wall 4 and the mounting structure D (see FIG. 6) of the lower part 40a of the book wall 40, a bolt 23 (see FIG. 3) and A similar bolt with a hook may be used. Moreover, it is not restricted to a bolt with a hook, You may make it screw the general volt | bolt which consists of a shaft part and a head from the inner side of the floor beam 3 with respect to an embedded nut.
 制振材は、省略することもできる。木造軸組建物は、2階建てに限られず、1階建てでもよいし、3階建てであってもよい。 Damping material can be omitted. The wooden frame building is not limited to two stories, but may be one story or three stories.
 また、図8に示すように、連続基礎2と2階床梁3とに取り付けられる縦長の帳壁50の取り付け構造Fのように、ボルト挿通孔3bに通された取り付け用ボルト30を挟むようにして一対の制振材51が配置されるようにしても良い。すなわち、制振材51は、2階床梁3の延在方向において、取り付け用ボルト30の両側に配置されている。具体的には、一対の制振材51は、取り付け用ボルト30に対して対称となる位置に設けられ、帳壁50の内側面50eと2階床梁3の外側面3dとの間に介装される。これにより、取り付け用ボルト30の周囲には、制振材51との間で空隙が形成される。この態様の場合、取り付け用ボルト30を支点とした帳壁50の回動に際し、当該帳壁50の振れ幅が大きくなる部位に制振材51を配置することで、より効果的に制振作用が発揮される。 Further, as shown in FIG. 8, the mounting bolt 30 passed through the bolt insertion hole 3b is sandwiched as in the mounting structure F of the vertically long wall 50 attached to the continuous foundation 2 and the second floor beam 3. A pair of damping materials 51 may be arranged. That is, the damping material 51 is arranged on both sides of the mounting bolt 30 in the extending direction of the second-floor floor beam 3. Specifically, the pair of damping members 51 are provided at positions symmetrical with respect to the mounting bolts 30, and are interposed between the inner side surface 50 e of the book wall 50 and the outer side surface 3 d of the second floor beam 3. Be dressed. As a result, a gap is formed between the mounting bolt 30 and the damping material 51. In the case of this aspect, when the book wall 50 is rotated with the mounting bolt 30 as a fulcrum, the vibration damping material 51 is disposed at a portion where the swing width of the book wall 50 is increased, so that the vibration damping action is more effectively performed. Is demonstrated.
 また、ナット31の取り付け用ボルト30への締め込みを調整することで、制振材51に予圧縮を与えた状態で2階床梁3と帳壁に挟持させることができる。これにより、当該制振材3の制振性能をより向上させることができるものとなっている。 In addition, by adjusting the tightening of the nut 31 to the mounting bolt 30, the damping material 51 can be sandwiched between the second-floor floor beam 3 and the book wall while being pre-compressed. Thereby, the damping performance of the damping material 3 can be further improved.
 また、帳壁50たるALCパネルの室内側の面に予め塗膜を形成しておくことで、制振材51の帳壁50に対する接着性を高め、より制振作用を向上させることも可能である。 In addition, by forming a coating film in advance on the indoor side surface of the ALC panel which is the book wall 50, it is possible to improve the adhesion of the damping material 51 to the book wall 50 and to further improve the damping action. is there.
 また、帳壁50たるALCパネルに枠状の補強鉄筋50fを埋め込んだ状態で設け、平面視で当該補強鉄筋50fにより囲まれた領域内に制振材51を接着することで、ロッキング時に当該ALCパネルによる帳壁50が制振材51に過度に引張られ、当該引張りにより端部が破損する等の不具合を抑制することもできる。 Further, the ALC panel as the book wall 50 is provided with a frame-shaped reinforcing bar 50f embedded therein, and the damping material 51 is bonded in a region surrounded by the reinforcing bar 50f in a plan view so that the ALC is locked. It is also possible to suppress problems such as the book wall 50 formed by the panel being excessively pulled by the damping material 51 and the end portion being damaged by the pulling.
 次に、図9を参照して、連続基礎2に対する帳壁50の取り付け構造Gについて説明する。連続基礎2の上面2a上には、断面略L字状の壁受け金物55が固定されており、壁受け金物55の上には、間隔保持具56が載置されている。この間隔保持具56上に帳壁50の下部50aが載置されている。一方で、連続基礎2の上面2a上で、且つ壁受け金物55よりも室内寄りの位置には、鋼製のベース材52を介して木製の土台53が取り付けられている。 Next, with reference to FIG. 9, the attachment structure G of the book wall 50 with respect to the continuous foundation 2 is demonstrated. A wall receiver 55 having a substantially L-shaped cross section is fixed on the upper surface 2 a of the continuous foundation 2, and a spacing holder 56 is placed on the wall receiver 55. The lower part 50 a of the book wall 50 is placed on the spacing holder 56. On the other hand, a wooden base 53 is attached via a steel base material 52 on the upper surface 2 a of the continuous foundation 2 and at a position closer to the room than the wall support 55.
 帳壁50の下部50aには、室内側に向けて突出する鍔つきボルト58が固定されている。鍔つきボルト58の一方は、帳壁50の内部に埋め込まれた埋め込みナット57にねじ込まれ、他方は、鍔つきボルト58の土台53に形成されたボルト挿通孔53bに通され、ナット59によって土台53に固定されている。 A hooked bolt 58 that protrudes toward the indoor side is fixed to the lower part 50 a of the book wall 50. One of the hooked bolts 58 is screwed into an embedded nut 57 embedded in the inside of the book wall 50, and the other is passed through a bolt insertion hole 53 b formed in the base 53 of the hooked bolt 58. 53 is fixed.
 土台53の外側面53aと帳壁50の内側面50eとの間には、鍔つきボルト58を挟むようにして一対の制振材54が介装されている。 A pair of vibration damping materials 54 are interposed between the outer side surface 53a of the base 53 and the inner side surface 50e of the book wall 50 so as to sandwich the bolt 58.
 上記実施形態では、連続基礎や床梁といった用語を用いたが、本発明に係る軸組構造は、各階層における下部の横架材および上部の横架材に帳壁が取り付けられる構造であると説明することもできる。 In the said embodiment, although terms, such as a continuous foundation and a floor beam, were used, the frame structure which concerns on this invention is a structure where a book wall is attached to the lower horizontal member and upper horizontal member in each hierarchy. It can also be explained.
 本発明の一側面によれば、地震などにより建物に変位が生じた場合に、その変位に十分に追従することができる。 According to one aspect of the present invention, when a displacement occurs in a building due to an earthquake or the like, the displacement can be sufficiently followed.
 1…木造軸組建物、2…連続基礎、3…2階床梁(上部梁)、3b…ボルト挿通孔、3d…(上部梁の)外側面、3e…ボルト挿通孔、4…帳壁、4e…(帳壁の)内側面、30…取り付け用ボルト、31…ナット、41…取り付け用ボルト、42…ナット。 DESCRIPTION OF SYMBOLS 1 ... Wooden frame building, 2 ... Continuous foundation, 3 ... Second-floor floor beam (upper beam), 3b ... Bolt insertion hole, 3d ... Outer surface of (upper beam), 3e ... Bolt insertion hole, 4 ... Book wall, 4e ... inner surface (of the wall), 30 ... mounting bolt, 31 ... nut, 41 ... mounting bolt, 42 ... nut.

Claims (5)

  1.  下部梁と上部梁とに取り付けられた帳壁を備えたことを特徴とする木造軸組建物。 A wooden framed building with a book wall attached to the lower and upper beams.
  2.  前記帳壁は、前記帳壁の厚み方向において前記上部梁に対向しており、
     前記帳壁には、前記帳壁の内側面から前記上部梁に向けて突出する1本のボルトが設けられ、
     前記上部梁には、前記ボルトが挿通される1つのボルト挿通孔が形成され、
     前記帳壁は、前記ボルト挿通孔に挿通された前記ボルトとナットとの螺合により、前記上部梁に対して回動可能に取り付けられていることを特徴とする請求項1に記載の木造軸組建物。
    The book wall faces the upper beam in the thickness direction of the book wall,
    The book wall is provided with one bolt projecting from the inner surface of the book wall toward the upper beam,
    One bolt insertion hole through which the bolt is inserted is formed in the upper beam,
    2. The wooden shaft according to claim 1, wherein the book wall is rotatably attached to the upper beam by screwing the bolt and a nut inserted into the bolt insertion hole. Building building.
  3.  前記帳壁の内側面と前記上部梁の外側面との間には、粘弾性体からなる制振材が介装されていることを特徴とする請求項1記載の木造軸組建物。 The wooden frame building according to claim 1, wherein a damping material made of a viscoelastic material is interposed between an inner side surface of the book wall and an outer side surface of the upper beam.
  4.  前記帳壁の内側面と前記上部梁の外側面との間には、粘弾性体からなる制振材が介装されていることを特徴とする請求項2記載の木造軸組建物。 3. A wooden frame building according to claim 2, wherein a damping material made of a viscoelastic material is interposed between the inner side surface of the book wall and the outer side surface of the upper beam.
  5.  前記制振材は、前記ボルト挿通孔に挿通された前記ボルトの両側に配置されていることを特徴とする請求項4記載の木造軸組建物。 The wooden frame building according to claim 4, wherein the damping material is arranged on both sides of the bolt inserted into the bolt insertion hole.
PCT/JP2012/068225 2011-07-19 2012-07-18 Wooden framework building WO2013012012A1 (en)

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