JP2015101850A - Framework wall structure, building, and framework wall building construction - Google Patents

Framework wall structure, building, and framework wall building construction Download PDF

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JP2015101850A
JP2015101850A JP2013241609A JP2013241609A JP2015101850A JP 2015101850 A JP2015101850 A JP 2015101850A JP 2013241609 A JP2013241609 A JP 2013241609A JP 2013241609 A JP2013241609 A JP 2013241609A JP 2015101850 A JP2015101850 A JP 2015101850A
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frame
vertical
adjacent
horizontal
wall
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雄一 真崎
Yuichi Mazaki
雄一 真崎
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Grape Co Ltd
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Grape Co Ltd
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Priority to JP2013241609A priority Critical patent/JP2015101850A/en
Priority to US14/223,014 priority patent/US20150143764A1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/2652—Details of nailing, screwing, or bolting

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a framework wall structure that improves structural performance against a horizontal force and that can prevent damage to a joint member and the periphery of the joint member, a building, and framework wall building construction.SOLUTION: A viscoelastic member 9 is sandwiched between joint surfaces of an adjacent member set 10A comprising a jamb 53, a lintel retainer 55A and a spacer 7. Thus, absorption of energy of a horizontal force by the viscoelastic member 9 can improve swing absorbing performance, and a reduction in shear force applied to a nail 8 can prevent deformation of the nail 8 and enlargement of a nail hole and prevent damage to the nail 8 and a nailed member.

Description

上枠、下枠、及び、左右の縦枠を有した枠組と、該枠組に固定される面材と、によって壁体が構成される枠組壁構造、該枠組壁構造を備えた建物、及び、枠組壁構法に関するものである。   A frame wall structure in which a wall body is constituted by a frame having an upper frame, a lower frame, and left and right vertical frames, and a face material fixed to the frame; a building including the frame wall structure; and It relates to the frame wall construction method.

従来、上枠、下枠、及び、左右の縦枠を有した枠組と、枠組に固定される面材と、の間に粘弾性部材を設けた枠組壁構造が提案されている（例えば、特許文献１参照）。特許文献１に記載された従来の枠組壁構造では、枠組と面材との間に粘弾性部材が接着されていることで、地震や風等による水平力のエネルギーを粘弾性部材に吸収させ、揺れの吸収性能の向上が図られている。   Conventionally, a frame wall structure has been proposed in which a viscoelastic member is provided between a frame having an upper frame, a lower frame, and left and right vertical frames, and a face member fixed to the frame (for example, a patent) Reference 1). In the conventional frame wall structure described in Patent Document 1, the viscoelastic member is bonded between the frame and the face material, so that the viscoelastic member absorbs the energy of horizontal force caused by earthquakes or winds, Improvement of vibration absorption performance is achieved.

特開２００２−１８０５７３号公報JP 2002-180573 A

しかしながら、特許文献１に記載された従来の枠組壁構造では、枠組と面材とで面内方向における剛性が大きく異なるため、面内方向に大きな力が加わった場合、枠組と面材との変位量の差が大きくなってしまい、粘弾性部材が枠組や面材から剥離してしまう可能性があり、粘弾性部材による揺れの吸収性能を有効に利用できないことがあった。さらに、粘弾性部材が剥離してしまうと、枠組と面材とを接合する接合部材に過大な力が加わって変形してしまう可能性があった。   However, in the conventional frame wall structure described in Patent Document 1, since the rigidity in the in-plane direction differs greatly between the frame and the face material, when a large force is applied in the in-plane direction, the displacement between the frame and the face material The difference in amount becomes large, and the viscoelastic member may be peeled off from the frame or the face material, and the vibration absorption performance by the viscoelastic member may not be effectively used. Furthermore, if the viscoelastic member is peeled off, there is a possibility that an excessive force is applied to the joining member that joins the frame and the face material to cause deformation.

したがって、本発明は、水平力に対する構造性能を向上させるとともに、接合部材及び接合部材周辺の損傷を防ぐことができる枠組壁構造、建物、及び、枠組壁構法を提供することを目的とする。   Accordingly, an object of the present invention is to provide a framed wall structure, a building, and a framed wall construction method capable of improving structural performance against horizontal force and preventing damages around the bonded member and the bonded member.

本発明の枠組壁構造は、上枠、下枠、及び、左右の縦枠を有した枠組と、該枠組に固定される面材と、によって壁体が構成され、該壁体の上側に床体又は屋根体が支持される枠組壁構造であって、前記縦枠に沿って上下に延びる鉛直部材と、前記上枠又は前記下枠に沿って水平方向に延びる水平部材と、を備え、互いに隣接する前記縦枠同士、前記縦枠及び前記鉛直部材、前記上枠及び前記水平部材、前記下枠及び前記水平部材、ならびに、前記水平部材同士は、長手方向に沿った面を接合面として隣接部材組を形成するとともに、該接合面同士が対向するように接合部材によって接合され、前記隣接部材組のうち少なくとも一組の前記接合面間には、粘弾性部材が挟まれて取り付けられていることを特徴とする。   In the frame wall structure of the present invention, a wall is constituted by a frame having an upper frame, a lower frame, and left and right vertical frames, and a face member fixed to the frame, and a floor is formed above the wall. A frame wall structure in which a body or a roof body is supported, comprising: a vertical member extending vertically along the vertical frame; and a horizontal member extending horizontally along the upper frame or the lower frame, and The adjacent vertical frames, the vertical frame and the vertical member, the upper frame and the horizontal member, the lower frame and the horizontal member, and the horizontal members are adjacent to each other with a surface along the longitudinal direction as a joint surface A member set is formed and joined by a joining member so that the joining surfaces face each other, and a viscoelastic member is sandwiched and attached between at least one of the joining surfaces of the adjacent member sets. It is characterized by that.

以上のような本発明によれば、隣接部材組の接合面間に粘弾性部材が挟まれていることで、水平力によって隣接する部材同士の間にせん断力が生じた場合に、このせん断力によって粘弾性部材が弾性変形するとともに、その粘性によって抵抗力（減衰力）を発生する。このような抵抗力（減衰力）によってエネルギーを吸収させて揺れの吸収性能を向上させることができる。このとき、隣接部材組を構成する部材は鉛直方向又は水平方向に互いに隣接していることで、隣接する部材同士の変位量の差は小さく、粘弾性部材による揺れの吸収性能を有効に利用することができる。さらに、粘弾性部材が長手方向に沿った接合面に設けられていることで、粘弾性部材を設ける面積を確保することができる。   According to the present invention as described above, when a viscoelastic member is sandwiched between the joint surfaces of adjacent member sets, a shear force is generated between adjacent members due to a horizontal force. As a result, the viscoelastic member is elastically deformed, and resistance (damping force) is generated by the viscosity. Energy can be absorbed by such a resistance force (damping force) to improve the vibration absorption performance. At this time, since the members constituting the adjacent member set are adjacent to each other in the vertical direction or the horizontal direction, the difference in displacement amount between the adjacent members is small, and the vibration absorption performance by the viscoelastic member is effectively used. be able to. Furthermore, since the viscoelastic member is provided on the joining surface along the longitudinal direction, an area for providing the viscoelastic member can be ensured.

また、粘弾性部材にエネルギーを吸収させることで、接合部材に加わるせん断力を低減し、例えば釘等の接合部材が変形したり釘穴が大きくなったりすることを防ぎ、接合部材及び接合部材周辺の損傷を防ぐことができる。尚、隣接部材組は、二つ以上の隣接する部材を備えて構成されていればよく、粘弾性部材は、全ての接合面間に設けられていてもよいし、一部の接合面間に設けられていてもよい。   Also, by absorbing energy to the viscoelastic member, the shearing force applied to the joining member is reduced, for example, the joining member such as a nail is prevented from being deformed or the nail hole is enlarged, and the joining member and the periphery of the joining member are prevented. Can prevent damage. The adjacent member set only needs to be configured to include two or more adjacent members, and the viscoelastic member may be provided between all the bonding surfaces, or between some of the bonding surfaces. It may be provided.

この際、本発明の枠組壁構造では、前記枠組及び前記面材によって形成される少なくとも二つの壁面が交差する交差部に位置する前記隣接部材組に前記粘弾性部材が設けられていることが好ましい。   At this time, in the frame wall structure of the present invention, it is preferable that the viscoelastic member is provided in the adjacent member group located at an intersection where at least two wall surfaces formed by the frame and the face material intersect. .

このような構成によれば、交差部に位置する隣接部材組に粘弾性部材が設けられていることで、交差する壁面全体が所定方向において互いに異なる変位量を有して変形する場合、このような変位量の差によって交差部においてせん断力が生じても、接合部材が負担するせん断力を低減し、揺れの吸収性能をさらに向上させることができる。   According to such a configuration, when the viscoelastic member is provided in the adjacent member set located at the intersection, the entire intersecting wall surface is deformed with different displacement amounts in the predetermined direction. Even if a shearing force is generated at the intersection due to a difference in the amount of displacement, the shearing force borne by the joining member can be reduced and the vibration absorption performance can be further improved.

また、本発明の枠組壁構造では、前記鉛直部材は、開口部を囲んで設けられるまぐさ受け、又は、前記縦枠同士の間あるいは該縦枠と該まぐさ受けとの間に設けられるかいぎであって、前記水平部材は、前記開口部の上方に設けられるまぐさ、前記上枠の上方に設けられる頭つなぎ、前記上枠の上方あるいは前記下枠の下方に設けられる根太、又は、該根太の上方に設けられる床板であることが好ましい。   In the frame wall structure of the present invention, is the vertical member provided between the vertical frames or between the vertical frames or between the vertical frame and the lintel support? The horizontal member is a lintel provided above the opening, a head joint provided above the upper frame, a joist provided above the upper frame or below the lower frame, or A floor board provided above the joists is preferable.

このような構成によれば、隣接部材組を接合する接合部材が負担するせん断力を低減することができる。さらに、まぐさやまぐさ受けを備えた隣接部材組の接合面間に粘弾性部材が設けられていることで、面材が設けられない開口部の周辺において、まぐさやまぐさ受けが上枠や下枠、縦枠よりも大きく変形しても、このときに生じるせん断力のエネルギーを粘弾性部材に吸収させ、開口部を形成することによる構造性能の低下を極力防ぐことができる。   According to such a configuration, the shearing force borne by the joining member that joins adjacent member sets can be reduced. Furthermore, since the viscoelastic member is provided between the joint surfaces of the adjacent member sets including the lintel and the lintel support, the lintel and the lintel support can be attached to the upper frame and the periphery of the opening where the face material is not provided. Even if the deformation is larger than that of the lower frame and the vertical frame, the shearing force energy generated at this time is absorbed by the viscoelastic member, and the structural performance can be prevented from being lowered as much as possible by forming the opening.

一方、本発明の建物は、枠組壁構造を備えることを特徴とする。ここで、本発明の建物としては、その用途（住宅、店舗、倉庫など）や、規模（建築面積、容積、階数など）は、いずれも限定されず、各種の建物に対して本発明の枠組壁構造を適用することができる。   On the other hand, the building of the present invention is characterized by having a framed wall structure. Here, as for the building of the present invention, its use (housing, store, warehouse, etc.) and scale (building area, volume, floor number, etc.) are not limited, and the framework of the present invention is applied to various buildings. Wall structure can be applied.

一方、本発明の枠組壁構法は、上枠、下枠、及び、左右の縦枠を有した枠組と、該枠組に固定される面材と、によって壁体を構成し、該壁体の上側に床体又は屋根体を支持させる枠組壁構法であって、前記縦枠に沿って上下に延びる鉛直部材と、前記上枠又は前記下枠に沿って水平方向に延びる水平部材と、を用い、互いに隣接する前記縦枠同士、前記縦枠及び前記鉛直部材、前記上枠及び前記水平部材、前記下枠及び前記水平部材、ならびに、前記水平部材同士を、長手方向に沿った面を接合面として隣接部材組を形成し、該接合面同士が対向するように接合部材によって接合するとともに、該隣接部材組のうち少なくとも一組の前記接合面間に粘弾性部材を挟んで取り付けることを特徴とする。   On the other hand, in the frame wall construction method of the present invention, a wall body is constituted by a frame frame having an upper frame, a lower frame, and left and right vertical frames, and a face material fixed to the frame, and an upper side of the wall body. A frame wall construction method for supporting a floor body or a roof body using a vertical member extending vertically along the vertical frame and a horizontal member extending horizontally along the upper frame or the lower frame, The vertical frames that are adjacent to each other, the vertical frame and the vertical member, the upper frame and the horizontal member, the lower frame and the horizontal member, and the horizontal members that have a surface along the longitudinal direction as a joint surface An adjacent member set is formed and bonded by a bonding member so that the bonding surfaces face each other, and a viscoelastic member is sandwiched and attached between at least one set of the bonding surfaces of the adjacent member set. .

このような本発明によれば、隣接部材組の接合面間に粘弾性部材を挟むことで、前述のように揺れの吸収性能を向上させるとともに、接合部材及び接合部材周辺の損傷を防ぐことができる。尚、隣接部材組の接合面間に粘弾性部材を取り付ける工程は、建物の建設現場において枠組等を建て込む際に実施してもよいし、工場等において枠組を組み立てる際や、枠組同士を組み合わせてパネル化する際に実施してもよい。   According to the present invention, by sandwiching the viscoelastic member between the joining surfaces of the adjacent member sets, the vibration absorption performance can be improved as described above, and damage to the joining member and the periphery of the joining member can be prevented. it can. In addition, the process of attaching the viscoelastic member between the joint surfaces of adjacent member sets may be performed when building a frame or the like at the construction site of a building, or when assembling the frame at a factory or the like, or combining the frames. You may carry out when making a panel.

以上のような本発明の枠組壁構造、建物、及び、枠組壁構法によれば、隣接部材組の接合面間に粘弾性部材が挟まれていることで、水平力に対する構造性能を向上させるとともに、接合部材及び接合部材周辺の損傷を防ぐことができる。   According to the frame wall structure, the building, and the frame wall construction method of the present invention as described above, the viscoelastic member is sandwiched between the joint surfaces of the adjacent member groups, thereby improving the structural performance against horizontal force. In addition, it is possible to prevent damage around the joining member and the joining member.

本発明の実施形態に係る枠組壁構造を示す斜視図である。It is a perspective view which shows the frame wall structure which concerns on embodiment of this invention. 前記枠組壁構造の１階部分を示す斜視図である。It is a perspective view which shows the 1st floor part of the said framed wall structure. 前記枠組壁構造の２階部分を示す斜視図である。It is a perspective view which shows the 2nd floor part of the said framed wall structure. 図２のＩＶ−ＩＶ断面図である。It is IV-IV sectional drawing of FIG. 図３のＶ−Ｖ断面図である。It is VV sectional drawing of FIG. 本発明の変形例に係る枠組壁構造の要部を示す断面図である。It is sectional drawing which shows the principal part of the frame wall structure which concerns on the modification of this invention. 他の変形例に係る枠組壁構造の要部を示す断面図である。It is sectional drawing which shows the principal part of the frame wall structure which concerns on another modification. 他の変形例に係る枠組壁構造の要部を示す断面図である。It is sectional drawing which shows the principal part of the frame wall structure which concerns on another modification.

以下、本発明の実施形態を図１〜５に基づいて説明する。本実施形態の枠組壁構造１は、例えば、戸建て住宅やアパート等の建物であって、木造枠組壁構造かつ２階建ての建物に適用されるものである。枠組壁構造１の１階部分は、図１、２に示すように、基礎Ｆに支持された土台２と、土台２に支持された根太３Ａと、根太３Ａの上面を覆うように固定された床材４Ａと、床材４Ａの上側に固定された枠組５Ａと、枠組５Ａに支持された頭つなぎ６Ａと、を備える。また、頭つなぎ６Ａの上側には、２階部分の床体、即ち、根太３Ｂ及び床材４Ｂが支持されるとともに、さらにその上側には、１階部分と略同様に枠組５Ｂ及び頭つなぎ６Ｂが支持され、２階部分の上側には、図示しない屋根体が支持される。   Hereinafter, embodiments of the present invention will be described with reference to FIGS. The frame wall structure 1 of the present embodiment is, for example, a building such as a detached house or an apartment, and is applied to a wooden frame wall structure and a two-story building. The first floor portion of the frame wall structure 1 is fixed so as to cover the base 2 supported by the foundation F, the joist 3A supported by the base 2, and the upper surface of the joist 3A, as shown in FIGS. A flooring 4A, a frame 5A fixed to the upper side of the flooring 4A, and a head joint 6A supported by the frame 5A are provided. In addition, the floor of the second floor portion, that is, the joist 3B and the flooring 4B, are supported on the upper side of the head joint 6A, and further, the frame 5B and the head joint 6B are provided on the upper side in substantially the same manner as the first floor portion. Is supported, and a roof body (not shown) is supported above the second floor portion.

土台２は、例えば断面寸法３８ｍｍｘ１１４ｍｍの木材から構成され、基礎Ｆに沿って設けられるとともに、図示しないアンカーボルトによって基礎Ｆに固定される。   The base 2 is made of, for example, wood having a cross-sectional dimension of 38 mm × 114 mm, is provided along the foundation F, and is fixed to the foundation F by anchor bolts (not shown).

根太３Ａは、土台２に沿って設けられるとともに釘打ちによって固定される端根太３１と、対向する端根太３１同士の間に亘って設けられる床根太３２と、床根太３２同士の間に設けられる受材３３と、端根太３１に沿うとともに床根太３２同士の間に設けられる添え根太３４と、を備え、端根太３１、床根太３２、及び添え根太３４は、例えば断面寸法３８ｍｍｘ１８４ｍｍの木材から構成され、受材３３は、例えば断面寸法３８ｍｍｘ８９ｍｍの木材から構成されている。また、２階部分の根太３Ｂは、釘打ちによって１階部分の頭つなぎ６Ａに固定されるとともに、１階部分と略同様に、端根太３１と、床根太３２と、受材３３と、添え根太３４と、を備える。   The joist 3A is provided between the end joists 31 provided along the base 2 and fixed by nailing, the floor joists 32 provided between the opposite end joists 31 and the floor joists 32. A receiving material 33 and a splint 34 provided between the floor joists 31 and between the floor joists 32 are provided, and the end joists 31, the floor joists 32, and the joist joists 34 are made of wood having a cross-sectional dimension of 38 mm × 184 mm, for example. The receiving member 33 is made of wood having a cross-sectional dimension of 38 mm × 89 mm, for example. Further, the joist 3B of the second floor portion is fixed to the head joint 6A of the first floor portion by nailing, and the end joist 31, the floor joist 32, the receiving material 33, and the attachment 33 are substantially the same as the first floor portion. Joist 34.

床材４Ａ、４Ｂは、例えば構造用合板から構成され、根太３Ａ、３Ｂに沿って釘打ちによって固定される。   The flooring 4A, 4B is made of, for example, a structural plywood, and is fixed by nailing along the joists 3A, 3B.

枠組５Ａは、上枠５１と、下枠５２と、複数の縦枠５３と、まぐさ５４Ａと、まぐさ５４Ａを下側から支持するまぐさ受け５５Ａと、を備える。縦枠５３が上枠５１及び下枠５２に釘打ちによって固定されるとともに、まぐさ５４Ａ及びまぐさ受け５５Ａが縦枠５３に釘打ちによって固定され、さらに下枠５２が釘打ちによって根太３Ａ及び床材４Ａに固定されることで、枠組５Ａ全体が根太３Ａ及び床材４Ａに支持される。上枠５１、下枠５２、縦枠５３、まぐさ５４Ａ、及び、まぐさ受け５５Ａは、例えば断面寸法３８ｍｍｘ８９ｍｍの木材から構成されている。また、まぐさ５４Ａとまぐさ受け５５Ａとによって囲まれた開口部Ｏ１が形成される。２階部分の枠組５Ｂは、図３にも示すように、１階部分と略同様に、上枠５１と、下枠５２と、縦枠５３と、まぐさ５４Ｂと、まぐさ受け５５Ｂと、を備えるとともに、開口部Ｏ２、Ｏ３が形成される。さらに、枠組５Ａは、縦枠５３やまぐさ受け５５Ａに取り付けられたホールダウン金物Ｈと、基礎Ｆに埋設されたアンカーボルトＡと、が固定されることで、基礎Ｆに強固に固定される。このように枠組５Ａが基礎Ｆに固定されることで、枠組壁構造１全体が水平力によって基礎Ｆから浮いてしまうことを防ぐことができ、後述するように隣接部材組１０Ａ、１０Ｂに設けられた粘弾性部材９に効果的にエネルギーを吸収させることができる。   The frame 5A includes an upper frame 51, a lower frame 52, a plurality of vertical frames 53, a lintel 54A, and a lintel support 55A that supports the lintel 54A from below. The vertical frame 53 is fixed to the upper frame 51 and the lower frame 52 by nailing, the lintel 54A and the lintel support 55A are fixed to the vertical frame 53 by nailing, and the lower frame 52 is further fixed to the joist 3A by nailing. By being fixed to the flooring 4A, the entire frame 5A is supported by the joists 3A and the flooring 4A. The upper frame 51, the lower frame 52, the vertical frame 53, the lintel 54A, and the lintel support 55A are made of wood having a cross-sectional dimension of 38 mm × 89 mm, for example. Further, an opening O1 surrounded by the lintel 54A and the lintel support 55A is formed. As shown in FIG. 3, the second floor portion frame 5B is similar to the first floor portion in that the upper frame 51, the lower frame 52, the vertical frame 53, the lintel 54B, the lintel 55B, And openings O2 and O3 are formed. Furthermore, the frame 5A is firmly fixed to the foundation F by fixing the hole-down hardware H attached to the vertical frame 53 and the lintel support 55A and the anchor bolt A embedded in the foundation F. By fixing the frame 5A to the foundation F in this way, it is possible to prevent the entire frame wall structure 1 from floating from the foundation F due to horizontal force, and it is provided in the adjacent member groups 10A and 10B as described later. The viscoelastic member 9 can effectively absorb energy.

枠組５Ａ、５Ｂは、図４に示すように、外側から面材としての外壁材Ｐ１が固定されるとともに、内側から面材としての内壁材Ｐ２が固定されることで、壁体を構成する。外壁材Ｐ１は、例えば構造用合板から構成され、内壁材Ｐ２は例えば石膏ボードから構成されている。   As shown in FIG. 4, the frame frames 5 </ b> A and 5 </ b> B constitute a wall body by fixing an outer wall material P <b> 1 as a face material from the outside and fixing an inner wall material P <b> 2 as a face material from the inside. The outer wall material P1 is made of, for example, a structural plywood, and the inner wall material P2 is made of, for example, a gypsum board.

ここで、図１中左側の壁面を第１壁面５０ａ、右側の壁面を第２壁面５０ｂとし、第１壁面５０ａと第２壁面５０ｂとが交差する部分を交差部５０ｃとする。交差部５０ｃにおいて、二本の縦枠５３同士の間には、寸法調節のためのかいぎ７が設けられている。   Here, a left wall surface in FIG. 1 is a first wall surface 50a, a right wall surface is a second wall surface 50b, and a portion where the first wall surface 50a and the second wall surface 50b intersect is an intersection 50c. At the intersection 50c, a key 7 for adjusting the dimensions is provided between the two vertical frames 53.

頭つなぎ６Ａ、６Ｂは、上枠５１と略同一の断面寸法を有するとともに、上枠５１に沿って釘打ちによって固定される。   The head joints 6 </ b> A and 6 </ b> B have substantially the same cross-sectional dimensions as the upper frame 51 and are fixed along the upper frame 51 by nailing.

以上のような枠組壁構造１において、かいぎ７とまぐさ受け５５Ａ、５５Ｂとが鉛直部材として機能し、根太３Ａ、３Ｂと床材４Ａ、４Ｂとまぐさ５４Ａ、５４Ｂとが水平部材として機能する。   In the frame wall structure 1 as described above, the hook 7 and the lintels 55A and 55B function as vertical members, and the joists 3A and 3B, the flooring materials 4A and 4B, and the lintels 54A and 54B function as horizontal members. To do.

次に、根太３Ａ、３Ｂ、床材４Ａ、４Ｂ、枠組５Ａ、５Ｂ、及び、頭つなぎ６Ａ、６Ｂそれぞれの接続構造の詳細について説明する。
まず、１階部分の交差部５０ｃにおいて、縦枠５３と、まぐさ受け５５Ａと、かいぎ７と、は、図４に断面して示すような接続構造を有している。即ち、第１壁面５０ａの二本の縦枠５３と、まぐさ受け５５Ａと、かいぎ７と、第２壁面５０ｂの縦枠５３とが、互いに隣接するとともに、長手方向（即ち、鉛直方向）に沿った側面を接合面として接合部材としての釘８によって接合され、隣接部材組１０Ａを構成する。各接合面間、即ち、縦枠５３とまぐさ受け５５Ａとかいぎ７とのそれぞれの間には、粘弾性部材９が挟まれて取り付けられている。また、２階部分の交差部５０ｃにおいても、略同様に隣接部材組が構成されるとともに粘弾性部材９が設けられる。 Next, details of the connection structures of the joists 3A and 3B, the flooring materials 4A and 4B, the frames 5A and 5B, and the head joints 6A and 6B will be described.
First, in the intersection 50c on the first floor, the vertical frame 53, the lintel 55A, and the hook 7 have a connection structure as shown in cross section in FIG. In other words, the two vertical frames 53 of the first wall surface 50a, the lintel 55A, the paddle 7, and the vertical frame 53 of the second wall surface 50b are adjacent to each other and are longitudinal (ie, vertical). Are joined by a nail 8 as a joining member with the side face along the joint surface as a joining surface to constitute an adjacent member set 10A. A viscoelastic member 9 is sandwiched and attached between each joint surface, that is, between each of the vertical frame 53, the lintel 55 </ b> A and the hook 7. Further, at the intersection 50c of the second floor portion, the adjacent member set is configured in substantially the same manner and the viscoelastic member 9 is provided.

また、１階部分と２部分との接合部において、上枠５１と、頭つなぎ６Ａと、根太３Ｂと、床材４Ｂと、下枠５２と、は、図５に断面して示すような接続構造を有している。即ち、上枠５１と、頭つなぎ６Ａと、端根太３１及び添え根太３４と、床材４Ｂと、下枠５２と、が上下方向に並んで互いに隣接するとともに、長手方向（即ち、水平方向）に沿った側面を接合面として釘８によって接合され、隣接部材組１０Ｂを構成する。上枠５１、下枠５２、及び、各水平部材の間の接合面間には、粘弾性部材９が挟まれて取り付けられている。また、１階部分の土台２と、根太３Ａと、床材４Ａと、下枠５２と、は、２階部分と略同様に隣接部材組を構成するとともに粘弾性部材９が設けられる。   Further, at the joint portion between the first floor portion and the second portion, the upper frame 51, the head joint 6A, the joist 3B, the flooring 4B, and the lower frame 52 are connected as shown in cross section in FIG. It has a structure. That is, the upper frame 51, the head joint 6A, the end joists 31 and the accompanying joists 34, the flooring 4B, and the lower frame 52 are arranged adjacent to each other in the vertical direction, and in the longitudinal direction (that is, the horizontal direction). Are joined by the nail 8 with the side face along the face as a joining face to constitute an adjacent member set 10B. A viscoelastic member 9 is sandwiched and attached between the upper frame 51, the lower frame 52, and the joint surfaces between the horizontal members. In addition, the base 2, the joist 3A, the flooring 4A, and the lower frame 52 of the first floor portion constitute an adjacent member set and the viscoelastic member 9 is provided in substantially the same manner as the second floor portion.

次に、粘弾性部材９の作用について説明する。建物に地震等の外力が入力した場合、隣接する部材同士の間にせん断力が発生することがある。例えば、図４中上下方向の外力が入力した場合、第１壁面５０ａは面外方向の力を受けるのに対し、第２壁面５０ｂは面内方向の力を受けるため、第１壁面５０ａと第２壁面５０ｂとが異なる変位量を有して変形する。このとき、第１壁面５０ａの二本の縦枠５３と、第２壁面５０ｂの縦枠５３との間にせん断力が発生する。このようなせん断力によって粘弾性部材９が弾性変形するとともに、その粘性によって抵抗力（減衰力）を発生することによってエネルギーを吸収させる。   Next, the operation of the viscoelastic member 9 will be described. When an external force such as an earthquake is input to a building, a shearing force may be generated between adjacent members. For example, when an external force in the vertical direction in FIG. 4 is input, the first wall surface 50a receives an out-of-plane force, whereas the second wall surface 50b receives an in-plane force. The two wall surfaces 50b are deformed with different displacement amounts. At this time, a shearing force is generated between the two vertical frames 53 of the first wall surface 50a and the vertical frame 53 of the second wall surface 50b. While the viscoelastic member 9 is elastically deformed by such a shearing force, energy is absorbed by generating a resistance force (damping force) by the viscosity.

また、水平方向に延びる部材同士についても、上階から下階、基礎に伝達される水平力によってせん断力が生じることがある。例えば、図５において、２階部分の下枠５２から床材４Ｂ、床材４Ｂから端根太３１及び添え根太３４、端根太３１及び添え根太３４から１階部分の頭つなぎ６Ａ、頭つなぎ６Ａから１階部分の上枠５１と水平力が伝達される際に、下枠５２と床材４Ｂとの間、床材４Ｂと端根太３１及び添え根太３４との間、端根太３１及び添え根太３４と頭つなぎ６Ａとの間、ならびに、頭つなぎ６Ａと上枠５１との間にせん断力が生じ、これらの接合面間に挟まれた粘弾性部材９の粘性によってエネルギーを吸収させることができる。   In addition, the members extending in the horizontal direction may generate a shearing force due to the horizontal force transmitted from the upper floor to the lower floor and the foundation. For example, in FIG. 5, from the lower frame 52 of the second floor portion, from the floor material 4B to the edge joist 31 and the garment 34, from the edge joist 31 and the garment 34 to the head joint 6A and the head joint 6A of the first floor portion. When the horizontal force is transmitted to the upper frame 51 of the first floor portion, between the lower frame 52 and the flooring 4B, between the flooring 4B and the end joist 31 and the garment 34, the end joist 31 and the garment 34 Shear force is generated between the head joint 6A and between the head joint 6A and the upper frame 51, and energy can be absorbed by the viscosity of the viscoelastic member 9 sandwiched between these joint surfaces.

以上の本実施形態によれば、隣接部材組の接合面間に粘弾性部材９が挟まれていることで、粘弾性部材９に水平力のエネルギーを吸収させて揺れの吸収性能を向上させることができるとともに、釘８に加わるせん断力を低減し、釘８が変形したり釘穴が大きくなったりすることを防ぎ、釘８及び釘打ちされた部材の損傷を防ぐことができる。粘弾性部材９が長手方向に沿った接合面に設けられていることで、粘弾性部材９を設ける面積を確保することができる。   According to the present embodiment described above, the viscoelastic member 9 is sandwiched between the joint surfaces of the adjacent member sets, so that the energy of horizontal force is absorbed by the viscoelastic member 9 and the vibration absorption performance is improved. In addition, the shearing force applied to the nail 8 can be reduced, the nail 8 can be prevented from being deformed or the nail hole can be enlarged, and damage to the nail 8 and the nailed member can be prevented. Since the viscoelastic member 9 is provided on the joint surface along the longitudinal direction, an area for providing the viscoelastic member 9 can be ensured.

さらに、交差部５０ｃにおける隣接部材組に粘弾性部材９が設けられていることで、第１壁面５０ａと第２壁面５０ｂとが互いに異なる変位量を有して変形する場合であっても、このような変位量の差によって生じる大きなせん断力のエネルギーを吸収させることができ、釘８が負担するせん断力を低減し、揺れの吸収性能をさらに向上させることができる。   Furthermore, even if the first wall surface 50a and the second wall surface 50b are deformed with different displacement amounts, the viscoelastic member 9 is provided in the adjacent member set at the intersection 50c. It is possible to absorb the energy of a large shearing force generated by such a difference in displacement, reduce the shearing force borne by the nail 8, and further improve the vibration absorption performance.

また、まぐさ受け５５Ａと縦枠５３との間に粘弾性部材が設けられていることで、外壁材Ｐ１及び内壁材Ｐ２が設けられない開口部Ｏ１の周辺において、まぐさ受け５５Ａが縦枠５３とずれるように鉛直方向に変位しても、このときに生じるせん断力のエネルギーを粘弾性部材９に吸収させ、開口部Ｏ１を形成することによる構造性能の低下を極力防ぐことができる。   Further, since the viscoelastic member is provided between the lintel support 55A and the vertical frame 53, the lintel support 55A is provided in the vertical frame around the opening O1 where the outer wall material P1 and the inner wall material P2 are not provided. Even if it is displaced in the vertical direction so as to deviate from 53, the energy of the shearing force generated at this time is absorbed by the viscoelastic member 9 and the deterioration of the structural performance due to the formation of the opening O1 can be prevented as much as possible.

なお、本発明は、前記実施形態に限定されるものではなく、本発明の目的が達成できる他の構成等を含み、以下に示すような変形等も本発明に含まれる。例えば、前記実施形態では、縦枠５３とまぐさ受け５５Ａとかいぎ７との隣接部材組１０Ａを例示したが、図６（Ａ）に示すように、縦枠５３同士が隣接して隣接部材組１０Ｃを構成してもよく、この間に粘弾性部材９が設けられる構成であってもよい。   In addition, this invention is not limited to the said embodiment, Including other structures etc. which can achieve the objective of this invention, the deformation | transformation etc. which are shown below are also contained in this invention. For example, in the embodiment, the adjacent member set 10A of the vertical frame 53, the lintel 55A and the hook 7 is illustrated, but as shown in FIG. 6A, the vertical frames 53 are adjacent to each other and adjacent members. The set 10 </ b> C may be configured, and the viscoelastic member 9 may be provided between them.

また、前記実施形態では、交差部５０ｃ付近に開口部Ｏ１が形成される、即ち、まぐさ受け５５Ａが設けられる構成としたが、開口部が形成されない構成であってもよく、例えば、図４においてまぐさ受けが省略されていてもよいし、図６（Ｂ）に示すように、三本の縦枠５３が組み合わされて隣接部材組１０Ｄを構成するとともに粘弾性部材９が設けられる構成であってもよい。   In the above embodiment, the opening O1 is formed in the vicinity of the intersection 50c, that is, the lintel 55A is provided. However, the opening may not be formed. For example, FIG. In FIG. 6B, the lintel support may be omitted, and as shown in FIG. 6B, the three vertical frames 53 are combined to form the adjacent member set 10D and the viscoelastic member 9 is provided. There may be.

また、前記実施形態では、外壁としての壁面同士の交差部において隣接部材組が構成されるとともに粘弾性部材９が設けられるものとしたが、内壁と外壁とが交差するＴ字状の交差部において隣接部材組が構成されるとともに粘弾性部材９が設けられてもよく、例えば、図７に示すように、開口部Ｏの有無に応じて縦枠５３やまぐさ受け５５、かいぎ７が適宜組み合わされて隣接部材組１０Ｅ、１０Ｆ、１０Ｇ、１０Ｈを構成するとともに、粘弾性部材９が設けられる構成であってもよい。   Moreover, in the said embodiment, although the adjacent member set was comprised and the viscoelastic member 9 shall be provided in the intersection of the wall surfaces as an outer wall, in the T-shaped intersection where an inner wall and an outer wall cross | intersect The adjacent member set may be configured and the viscoelastic member 9 may be provided. For example, as shown in FIG. 7, the vertical frame 53, the lintel 55, and the hook 7 are appropriately combined according to the presence or absence of the opening O. In addition, the adjacent member sets 10E, 10F, 10G, and 10H may be configured, and the viscoelastic member 9 may be provided.

また、内壁同士が交差する十字状の交差部において隣接部材組が構成されるとともに粘弾性部材９が設けられてもよく、例えば、図８に示すように、縦枠５３やまぐさ受け５５、かいぎ７が適宜組み合わされて隣接部材組１０Ｉ、１０Ｊを構成するとともに、粘弾性部材９が設けられる構成であってもよい。   Further, an adjacent member set may be formed at the cross-shaped intersection where the inner walls intersect with each other and a viscoelastic member 9 may be provided. For example, as shown in FIG. A configuration in which the viscoelastic member 9 is provided may be used while the adjacent members 10 </ b> I and 10 </ b> J are configured by appropriately combining the gaps 7.

また、上枠５１と適宜な水平部材との間、下枠５２と適宜な水平部材との間、及び、適宜な水平部材同士の間に粘弾性部材９が設けられていてもよいし、縦枠５３と適宜な鉛直部材との間に粘弾性部材９が設けられていてもよい。   Further, the viscoelastic member 9 may be provided between the upper frame 51 and an appropriate horizontal member, between the lower frame 52 and an appropriate horizontal member, and between appropriate horizontal members. The viscoelastic member 9 may be provided between the frame 53 and an appropriate vertical member.

その他、本発明を実施するための最良の構成、方法などは、以上の記載で開示されているが、本発明は、これに限定されるものではない。すなわち、本発明は、主に特定の実施形態に関して特に図示され、且つ、説明されているが、本発明の技術的思想および目的の範囲から逸脱することなく、以上述べた実施形態に対し、形状、材質、数量、その他の詳細な構成において、当業者が様々な変形を加えることができるものである。従って、上記に開示した形状、材質などを限定した記載は、本発明の理解を容易にするために例示的に記載したものであり、本発明を限定するものではないから、それらの形状、材質などの限定の一部、もしくは全部の限定を外した部材の名称での記載は、本発明に含まれるものである。   In addition, the best configuration, method and the like for carrying out the present invention have been disclosed in the above description, but the present invention is not limited to this. That is, the invention has been illustrated and described primarily with respect to particular embodiments, but may be configured for the above-described embodiments without departing from the scope and spirit of the invention. Various modifications can be made by those skilled in the art in terms of materials, quantity, and other detailed configurations. Therefore, the description limiting the shape, material, etc. disclosed above is an example for easy understanding of the present invention, and does not limit the present invention. The description by the name of the member which remove | excluded the limitation of one part or all of such is included in this invention.

１ 枠組壁構造
３Ａ、３Ｂ 根太（水平部材）
４Ａ、４Ｂ 床材（水平部材）
５Ａ、５Ｂ 枠組
６Ａ、６Ｂ 頭つなぎ（水平部材）
７ かいぎ
８ 釘（接合部材）
９ 粘弾性部材
５１ 上枠
５２ 下枠
５３ 縦枠
５４Ａ、５４Ｂ まぐさ
５５Ａ、５５Ｂ まぐさ受け
Ｐ１ 外壁材（面材）
Ｐ２ 内壁材（面材）
１０Ａ〜１０Ｊ 隣接部材組 1 frame wall structure 3A, 3B joist (horizontal member)
4A, 4B Floor material (horizontal member)
5A, 5B Frame 6A, 6B Head connection (horizontal member)
7 Kai 8 Nail (joint member)
9 Viscoelastic member 51 Upper frame 52 Lower frame 53 Vertical frame 54A, 54B Linings 55A, 55B Linings P1 Outer wall material (face material)
P2 Inner wall material (face material)
10A-10J Adjacent member set

Claims (5)

上枠、下枠、及び、左右の縦枠を有した枠組と、該枠組に固定される面材と、によって壁体が構成され、該壁体の上側に床体又は屋根体が支持される枠組壁構造であって、
前記縦枠に沿って上下に延びる鉛直部材と、
前記上枠又は前記下枠に沿って水平方向に延びる水平部材と、を備え、
互いに隣接する前記縦枠同士、前記縦枠及び前記鉛直部材、前記上枠及び前記水平部材、前記下枠及び前記水平部材、ならびに、前記水平部材同士は、長手方向に沿った面を接合面として隣接部材組を形成するとともに、該接合面同士が対向するように接合部材によって接合され、
前記隣接部材組のうち少なくとも一組の前記接合面間には、粘弾性部材が挟まれて取り付けられていることを特徴とする枠組壁構造。 A wall body is constituted by a frame having an upper frame, a lower frame, and left and right vertical frames, and a face member fixed to the frame, and a floor or a roof is supported on the upper side of the wall. A framed wall structure,
A vertical member extending up and down along the vertical frame;
A horizontal member extending in a horizontal direction along the upper frame or the lower frame,
The vertical frames that are adjacent to each other, the vertical frame and the vertical member, the upper frame and the horizontal member, the lower frame and the horizontal member, and the horizontal members that use a surface along the longitudinal direction as a joint surface The adjacent member set is formed and joined by the joining member so that the joining surfaces face each other,
A framed wall structure, wherein a viscoelastic member is sandwiched and attached between at least one set of the joint surfaces of the adjacent member set. 前記枠組及び前記面材によって形成される少なくとも二つの壁面が交差する交差部に位置する前記隣接部材組に前記粘弾性部材が設けられていることを特徴とする請求項１に記載の枠組壁構造。   2. The frame wall structure according to claim 1, wherein the viscoelastic member is provided in the adjacent member group located at an intersection where at least two wall surfaces formed by the frame and the face material intersect. . 前記鉛直部材は、開口部を囲んで設けられるまぐさ受け、又は、前記縦枠同士の間あるいは該縦枠と該まぐさ受けとの間に設けられるかいぎであって、
前記水平部材は、前記開口部の上方に設けられるまぐさ、前記上枠の上方に設けられる頭つなぎ、前記上枠の上方あるいは前記下枠の下方に設けられる根太、又は、該根太の上方に設けられる床板であることを特徴とする請求項１又は２に記載の枠組壁構造。 The vertical member is a lintel provided around the opening, or a hook provided between the vertical frames or between the vertical frame and the lintel,
The horizontal member is a lintel provided above the opening, a head joint provided above the upper frame, a joist provided above the upper frame or below the lower frame, or above the joists. The frame wall structure according to claim 1, wherein the frame wall structure is a floor board provided. 請求項１〜３いずれか１項に記載の枠組壁構造を備えることを特徴とする建物。   A building comprising the frame wall structure according to claim 1. 上枠、下枠、及び、左右の縦枠を有した枠組と、該枠組に固定される面材と、によって壁体を構成し、該壁体の上側に床体又は屋根体を支持させる枠組壁構法であって、
前記縦枠に沿って上下に延びる鉛直部材と、
前記上枠又は前記下枠に沿って水平方向に延びる水平部材と、を用い、
互いに隣接する前記縦枠同士、前記縦枠及び前記鉛直部材、前記上枠及び前記水平部材、前記下枠及び前記水平部材、ならびに、前記水平部材同士を、長手方向に沿った面を接合面として隣接部材組を形成し、該接合面同士が対向するように接合部材によって接合するとともに、該隣接部材組のうち少なくとも一組の前記接合面間に粘弾性部材を挟んで取り付けることを特徴とする枠組壁構法。 A frame comprising an upper frame, a lower frame, and a frame having left and right vertical frames, and a face member fixed to the frame, and a frame that supports a floor or a roof on the upper side of the wall A wall construction method,
A vertical member extending up and down along the vertical frame;
A horizontal member extending in a horizontal direction along the upper frame or the lower frame, and
The vertical frames that are adjacent to each other, the vertical frame and the vertical member, the upper frame and the horizontal member, the lower frame and the horizontal member, and the horizontal members that have a surface along the longitudinal direction as a joint surface An adjacent member set is formed and bonded by a bonding member so that the bonding surfaces face each other, and a viscoelastic member is sandwiched and attached between at least one set of the bonding surfaces of the adjacent member set. Frame construction method.
JP2013241609A 2013-11-22 2013-11-22 Framework wall structure, building, and framework wall building construction Pending JP2015101850A (en)

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