JP4503474B2 - Outer wall joining hardware and outer wall joining method - Google Patents

Outer wall joining hardware and outer wall joining method Download PDF

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JP4503474B2
JP4503474B2 JP2005088968A JP2005088968A JP4503474B2 JP 4503474 B2 JP4503474 B2 JP 4503474B2 JP 2005088968 A JP2005088968 A JP 2005088968A JP 2005088968 A JP2005088968 A JP 2005088968A JP 4503474 B2 JP4503474 B2 JP 4503474B2
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wall
joint
hardware
fixing
hole
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JP2006266012A (en
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秋水 田中
孝博 島袋
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Description

本発明は、外壁を立設するための外壁接合金物に関し、より詳細には、多少の誤差を吸収して調整を行うことが可能な外壁接合金物及び外壁接合方法に関するものである。   The present invention relates to an outer wall fitting for standing an outer wall, and more particularly to an outer wall fitting and an outer wall joining method that can be adjusted while absorbing some errors.

従来より、工場で予め作成された外壁パネルを使用して、カーテンウォール形式の外壁を立設する工法が知られている。
このように外壁パネルを使用して外壁を立設する場合には、例えば鉄鋼製の梁や柱等で家屋の骨組みを形成し、この骨組みに従って外壁を立設する。
この際、外壁と梁とを連結する必要があり、このため、外壁と梁とを連結するための金物が使用されている。
2. Description of the Related Art Conventionally, there has been known a construction method in which a curtain wall type outer wall is erected using an outer wall panel prepared in advance at a factory.
Thus, when standing an outer wall using an outer wall panel, the framework of a house is formed, for example with a steel beam, a pillar, etc., and an outer wall is erected according to this framework.
At this time, it is necessary to connect the outer wall and the beam. For this reason, a hardware for connecting the outer wall and the beam is used.

このような、外壁と梁とを連結するための金物は、各種開発され、実際に使用されている(例えば、特許文献1参照)。
特許文献1には、支持板と係合金具をチャンネル材を介して、互いになす角が略直角となるように取付けた接合用の金物が開示されている。
特許文献1に記載の金物では、係合金具を梁となるH鋼に取付けるとともに、外壁を係合金具により固定することにより、金物を介して外壁を梁に固定する。
Various kinds of hardware for connecting the outer wall and the beam have been developed and actually used (see, for example, Patent Document 1).
Patent Document 1 discloses a metal fitting for joining in which a support plate and an engagement fitting are attached to each other through a channel material so that an angle between the support plate and the engagement fitting is substantially a right angle.
In the metal object described in Patent Document 1, the engaging metal fitting is attached to the H steel as a beam, and the outer wall is fixed to the beam via the metal object by fixing the outer wall with the engaging metal fitting.

特開2002−235395号公報(第3頁及び第4頁、図1及び図6)JP 2002-235395 A (pages 3 and 4; FIGS. 1 and 6)

しかし、上記特許文献1の金物では、外壁と梁間の距離が若干ずれた場合に対応ができない。
例えば、耐震構造であるラーメン(rahmen)構造(図6参照)の家屋を建築する場合には、柱と梁とが、遊びを持たず密着した状態で接合されるため、外壁と梁間の距離は、基礎脚中の精度や梁の精度の影響を受けやすい。つまり、柱と梁との遊びによって、外壁と梁との間の距離の差異を吸収することができない。
このため、柱の建ち調整も比較的困難であり、その傾斜が外壁に影響をおよぼし易い。
However, the hardware of Patent Document 1 cannot cope with a case where the distance between the outer wall and the beam is slightly deviated.
For example, when building a house with a rahmen structure (see Fig. 6), which is an earthquake-resistant structure, the columns and beams are joined in close contact without play, so the distance between the outer wall and the beams is Susceptible to the accuracy of the foundation leg and the accuracy of the beam. That is, the difference between the distance between the outer wall and the beam cannot be absorbed by the play between the column and the beam.
For this reason, it is relatively difficult to adjust the column structure, and the inclination of the column tends to affect the outer wall.

本発明の目的は、上記各問題点を解決することにあり、基礎柱脚や梁の精度の影響を受けることが少なく、剛接合された家屋の骨組みに対し、簡易に外壁を配設することが可能な外壁接合金物及び外壁接合方法を提供することにある。   An object of the present invention is to solve each of the above-mentioned problems, and is less affected by the accuracy of the foundation column base and the beam, and easily disposes the outer wall to the rigidly-framed house frame. It is an object of the present invention to provide an outer wall bonding hardware and an outer wall bonding method.

上記課題は、請求項1に係る発明によれば、梁と柱とで構成される家屋の骨組みに、外壁を配設するための外壁接合金物であって、該外壁接合金物は、前記梁に接合される梁接合部と、該梁接合部の1辺より略水平に連続して形成され、外壁に接合される外壁接合部と、該外壁接合部と前記梁接合部との境界線上から略垂直に起立する支持部材と、該支持部材と前記梁接合部とで形成される内隅部において、前記支持部材と前記梁接合部とを架橋するように配設された第2補強部材と、を少なくとも備え、前記梁接合部には、前記梁を固定する固定部材を貫通させるための固定部材貫通孔が前記外壁と前記梁との距離方向に長く形成されたルーズホールとして設けられており、前記梁接合部は、前記梁と前記梁接合部との間に介在して前記梁接合部を前記梁に取り付けるための金物固定部材を介して前記梁に取り付けられ、前記梁接合部が前記金物固定部材を介して前記梁に積層された際、前記固定孔貫通孔の長軸は、前記金物固定部材に形成されたルーズホールの長軸と略垂直に交わるように設定されており、前記梁接合部は、前記金物固定部材を介して前記梁に固定され、前記外壁接合部は、前記梁から略水平に突出し、前記外壁の下端部の一部が載置されて固定されることにより解決される。 According to the first aspect of the present invention, there is provided an outer wall joint hardware for disposing an outer wall on a frame of a house composed of a beam and a column, and the outer wall joint hardware is attached to the beam. A beam joint to be joined, an outer wall joint formed continuously from one side of the beam joint , and joined to the outer wall, and substantially from above the boundary line between the outer wall joint and the beam joint A second reinforcing member disposed so as to bridge the support member and the beam joint portion at a vertically rising support member and an inner corner formed by the support member and the beam joint portion; comprising at least, in the beam joint, the fixed member through-hole for passing a fixing member for fixing the beam is provided as a long-formed loose hole to a distance direction between the outer wall and the beam The beam joint is interposed between the beam and the beam joint. When the joint is attached to the beam via a hardware fixing member for attaching the joint to the beam, and the beam joint is stacked on the beam via the hardware fixing member, the long axis of the fixing hole through hole is , The longitudinal axis of the loose hole formed in the hardware fixing member is set to intersect substantially perpendicularly, the beam joint is fixed to the beam via the hardware fixing member, the outer wall joint is This is solved by projecting substantially horizontally from the beam and mounting and fixing a part of the lower end of the outer wall .

上記課題は、請求項に係る発明によれば、梁に接合される梁接合部と、該梁接合部の1辺より略水平に連続して形成され、外壁に接合される外壁接合部と、該外壁接合部と前記梁接合部との境界線上から略垂直に起立する支持部材と、該支持部材と前記梁接合部とで形成される内隅部において、前記支持部材と前記梁接合部とを架橋するように配設された第2補強部材と、を少なくとも備えた外壁接合金物を介して、前記梁と前記柱とで構成される家屋の骨組みに前記外壁を配設するための外壁接合方法であって、前記梁接合部には、前記梁を固定する固定部材を貫通させるための固定部材貫通孔が、前記外壁と前記梁との距離方向に長く形成されたルーズホールとして設けられており、前記梁接合部を、前記梁と前記梁接合部との間に介在して前記梁接合部を前記梁に取り付けるための金物固定部材を介して前記梁に積層し、前記梁接合部が前記金物固定部材を介して前記梁に積層された際、前記固定孔貫通孔の長軸と略垂直に交わるように長軸が設定されている、前記金物固定部材に形成されたルーズホールと、前記固定孔貫通孔に沿って、前記梁接合部が前記梁の一部に接すると共に、前記外壁接合部が前記外壁の一部に接する位置まで前記外壁接合金物を移動させる位置調整工程と、前記梁接合部と、該梁接合部が接している前記梁の一部とを、前記固定孔貫通孔より固定部材を貫通させて留めつけることにより固定する梁固定工程と、前記外壁接合部と、該外壁接合部が接している前記外壁の一部とを固定する外壁固定工程と、を行うことにより解決される。
The above object is achieved according to the invention of claim 2, and the beam joint portion joined to the beam, is formed continuously substantially horizontally from one side of the beams joint, an outer wall joint portion joined to the outer wall A support member that stands substantially vertically from a boundary line between the outer wall joint portion and the beam joint portion, and an inner corner formed by the support member and the beam joint portion. And an outer wall for disposing the outer wall on a framework of a house composed of the beam and the pillar via an outer wall joint hardware provided with at least a second reinforcing member disposed so as to bridge In the joining method, a fixing member through hole for allowing a fixing member for fixing the beam to pass therethrough is provided as a loose hole formed long in the distance direction between the outer wall and the beam. And the beam joint is interposed between the beam and the beam joint. When the beam joint is stacked on the beam via a hardware fixing member for attaching the beam joint to the beam, the fixing hole through-hole is stacked when the beam joint is stacked on the beam via the hardware fixing member. The long axis is set so as to intersect the long axis of the metal member substantially perpendicularly, the loose hole formed in the hardware fixing member, and the beam joint along a part of the beam along the fixing hole through hole. A position adjusting step of moving the outer wall joint metal to a position where the outer wall joint is in contact with a part of the outer wall, the beam joint, and a part of the beam in contact with the beam joint. A beam fixing step of fixing by passing a fixing member through the fixing hole through hole and fixing, and an outer wall fixing step of fixing the outer wall joint portion and a part of the outer wall in contact with the outer wall joint portion It is solved by doing.

このように、外壁と梁とは、梁接合部にルーズホールを有する外壁接合金物によって固定される。
このルーズホールは、外壁と梁との距離方向に長く形成されている。
よって、外壁接合金物の配設位置を、このルーズホールの長さ分調整することが可能となる。
このため、柱と梁が、遊びを持たず密着した状態で剛接合されている場合であっても、外壁と梁間の距離の誤差を調整することができるため、基礎脚中の精度や梁の精度の影響を受けにくくなる。
In this way, the outer wall and the beam are fixed by the outer wall joint hardware having a loose hole at the beam joint.
This loose hole is formed long in the distance direction between the outer wall and the beam.
Therefore, the arrangement position of the outer wall joint hardware can be adjusted by the length of the loose hole.
For this reason, even when the column and beam are rigidly joined in close contact with no play, the error in the distance between the outer wall and the beam can be adjusted. Less sensitive to accuracy.

このとき、前記外壁接合部は、前記梁接合部の1辺より略垂直に連続して形成されており、前記梁接合部は、前記外壁接合部を下部へ向けて前記梁に固定され、前記外壁接合部は、前記外壁に圧接した状態で固定されていると、梁接合部と梁下端部及び外壁接合部と外壁を容易に接合できるため好適である。   At this time, the outer wall joint portion is formed substantially continuously from one side of the beam joint portion, and the beam joint portion is fixed to the beam with the outer wall joint portion facing downward, It is preferable that the outer wall joint portion be fixed in a state of being pressed against the outer wall because the beam joint portion and the lower end portion of the beam and the outer wall joint portion and the outer wall can be easily joined.

また、このとき、前記外壁接合部は、前記梁接合部の1辺より略水平に連続して形成されており、前記梁接合部は、前記梁に固定され、前記外壁接合部は、前記梁から略水平に突出し、前記外壁の下端部の一部が載置されていると、梁接合部と梁上端側を容易に接合できるとともに、外壁下端部を外壁接合部に載置した状態で容易に接合することができるため好適である。   Further, at this time, the outer wall joint portion is formed substantially continuously from one side of the beam joint portion, the beam joint portion is fixed to the beam, and the outer wall joint portion is formed of the beam. When projecting approximately horizontally and a part of the lower end of the outer wall is placed, the beam joint and the beam upper end can be easily joined, and the outer wall lower end can be easily placed in the outer wall joint. It is suitable because it can be bonded to the substrate.

更に、このとき、前記外壁接合部と前記梁接合部とで形成される内隅部には、前記外壁接合部と前記梁接合部を架橋するように配設された第1補強部材が取付けられている。
また、このとき、前記外壁接合部と前記梁接合部との境界線上には、該境界線上から略垂直に起立する支持部材が配設されており、該支持部材と前記梁接合部とで形成される内隅部には、前記支持部材と前記梁接合部とを架橋するように配設された第2補強部材が設けられている。
よって、外壁接合金物が補強され、梁と外壁とを高い強度をもって接合することが可能となり好適である。
Further, at this time, a first reinforcing member disposed so as to bridge the outer wall joint portion and the beam joint portion is attached to an inner corner portion formed by the outer wall joint portion and the beam joint portion. ing.
Further, at this time, a support member is disposed on the boundary line between the outer wall joint portion and the beam joint portion so as to stand substantially vertically from the boundary line, and is formed by the support member and the beam joint portion. In the inner corner portion, a second reinforcing member is provided so as to bridge the support member and the beam joint portion.
Therefore, the outer wall joining hardware is reinforced, and the beam and the outer wall can be joined with high strength, which is preferable.

本発明によれば、外壁と梁とは、梁接合部にルーズホールを有する外壁接合金物によって固定される。
このルーズホールは、外壁と梁との距離方向に長く形成されている。
よって、外壁接合金物の配設位置を、このルーズホールの長さ分調整することが可能となる。
一般的に、柱と梁が遊びをもたずに密着した状態で剛接合された骨組みをもつ家屋を建設する場合には、柱と梁との遊びによって、外壁と梁との間の距離の誤差を吸収することができない。
このため、柱の建ち調整も比較的困難であり、その傾斜が外壁に影響をおよぼし易い。
しかし、本発明に係る外壁接合金物によれば、外壁接合金物と梁とを接合するための固定部材(例えば、ボルト)貫通孔がルーズホールとして形成されているため、柱と梁が剛接合されている場合であっても、外壁と梁間の距離の誤差を調整することができる。
よって、基礎脚中の精度や梁の精度の影響を受けにくくなる。
According to the present invention, the outer wall and the beam are fixed by the outer wall joint hardware having a loose hole at the beam joint.
This loose hole is formed long in the distance direction between the outer wall and the beam.
Therefore, the arrangement position of the outer wall joint hardware can be adjusted by the length of the loose hole.
In general, when constructing a house with a rigidly-framed structure in which the columns and beams are in close contact with each other without any play, the play between the columns and the beams will reduce the distance between the outer wall and the beams. The error cannot be absorbed.
For this reason, it is relatively difficult to adjust the column structure, and the inclination of the column tends to affect the outer wall.
However, according to the outer wall fitting according to the present invention, the fixing member (for example, bolt) through-hole for joining the outer wall fitting and the beam is formed as a loose hole, so that the column and the beam are rigidly joined. Even in such a case, the error in the distance between the outer wall and the beam can be adjusted.
Therefore, it becomes difficult to be influenced by the accuracy in the foundation leg and the accuracy of the beam.

以下、本発明の一実施例を図面に基づいて説明する。
なお、以下に説明する構成は本発明を限定するものでなく、本発明の趣旨の範囲内で種々改変することができるものである。
本実施形態は、基礎柱脚や梁の精度の影響を受けることが少なく、剛接合された家屋の骨組みに対し、簡易に外壁を配設することが可能な外壁接合金物に関するものである。
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
Note that the configuration described below does not limit the present invention and can be variously modified within the scope of the gist of the present invention.
The present embodiment relates to an outer wall joint hardware that is less affected by the accuracy of the foundation column base and the beam and can easily dispose the outer wall with respect to a rigidly-framed house frame.

図1乃至図5は、本発明に係る実施形態を示すものであり、図1は第1外壁接合金物を示す斜視図、図2は第2外壁接合金物を示す斜視図、図3(a)は第1外壁接合金物が配設された状態を示す側面図、図3(b)は第1外壁接合金物が配設された状態を下部方向からみた平面図、図4(a)は第2外壁接合金物が配設された状態を上部から見た平面図、図4(b)は第2外壁接合金物が配設された状態を示す側面図、図5は第1外壁接合金物及び第2外壁接合金物によって外壁が梁に固定された状態を示す断面相当図である。   1 to 5 show an embodiment according to the present invention. FIG. 1 is a perspective view showing a first outer wall joint metal, FIG. 2 is a perspective view showing a second outer wall joint metal, and FIG. Is a side view showing a state in which the first outer wall joining hardware is disposed, FIG. 3B is a plan view of the state in which the first outer wall joining hardware is disposed, as viewed from below, and FIG. FIG. 4B is a side view showing a state in which the second outer wall joint metal is disposed, and FIG. 5 is a side view showing the state in which the outer wall joint metal is disposed. FIG. It is a cross-sectional equivalent view which shows the state by which the outer wall was fixed to the beam with the outer wall joining metal fitting.

まず、図1により本実施形態に係る第1外壁接合金物10について説明する。
第1外壁接合金物10は、外壁Sと梁Tの下端側を連結するための金物である。
本実施形態に係る外壁接合金物10は、外壁接合部としての第1鉛直板部11と、梁接合部としての第1水平板部12、第1補強部材としての第1補強部13とで構成されている。
First, the first outer wall bonded hardware 10 according to the present embodiment will be described with reference to FIG.
The first outer wall joint hardware 10 is a hardware for connecting the outer wall S and the lower end side of the beam T.
The outer wall joint hardware 10 according to the present embodiment includes a first vertical plate portion 11 as an outer wall joint portion, a first horizontal plate portion 12 as a beam joint portion, and a first reinforcement portion 13 as a first reinforcement member. Has been.

本実施形態に係る第1鉛直板部11は、略長方形状の板体であり、外壁Sに接合される。
第1鉛直板部11には、第1金物第1ボルト孔11a,11aが形成されている。
第1金物第1ボルト孔11a,11aは、鉛直方向(図1のZ方向)に長軸を有する略楕円形状に形成されており、第1鉛直板部11の長辺と略平行な方向(図1のY方向)に2個並列して形成されている。
The first vertical plate portion 11 according to this embodiment is a substantially rectangular plate body and is joined to the outer wall S.
In the first vertical plate portion 11, first hardware first bolt holes 11a, 11a are formed.
The first hardware first bolt holes 11a, 11a are formed in a substantially elliptical shape having a long axis in the vertical direction (Z direction in FIG. 1), and in a direction substantially parallel to the long side of the first vertical plate portion 11 ( Two are formed in parallel in the Y direction in FIG.

本実施形態に係る第1水平板部12は、略凸字形状の板体であり、梁Tに接合される。
第1水平板部12の略凸字を形成する底辺12cは、第1鉛直板部11の長辺の一つと連続しており、第1水平板部12と第1鉛直板部11の形成する角度は略垂直となっている。
第1水平板部12には、固定部材貫通孔としての第1金物第2ボルト孔12a,12a、第1金物第3ボルト孔12bが形成されている。
The first horizontal plate portion 12 according to the present embodiment is a substantially convex plate and is joined to the beam T.
A base 12c forming a substantially convex character of the first horizontal plate portion 12 is continuous with one of the long sides of the first vertical plate portion 11, and is formed by the first horizontal plate portion 12 and the first vertical plate portion 11. The angle is substantially vertical.
The first horizontal plate portion 12 is formed with first hardware second bolt holes 12a, 12a and first hardware third bolt holes 12b as fixing member through holes.

第1金物第2ボルト孔12a,12aは、第1金物第1ボルト孔11a,11aの長軸と略垂直な方向(図1のX方向)に長軸を有する略楕円形状に形成されたルーズホールであり、第1鉛直板部11の長辺と略平行な方向(図1のY方向)に並列して形成されている。
第1金物第3ボルト孔12bは、略円形状に形成されており、第1鉛直板部11と連続する底辺12cと対向する辺付近に形成されている。
The first hardware second bolt holes 12a, 12a are loosely formed in a substantially elliptical shape having a major axis in a direction substantially perpendicular to the major axis of the first hardware first bolt holes 11a, 11a (the X direction in FIG. 1). It is a hole and is formed in parallel in a direction (Y direction in FIG. 1) substantially parallel to the long side of the first vertical plate portion 11.
The first hardware third bolt hole 12 b is formed in a substantially circular shape, and is formed in the vicinity of the side facing the bottom side 12 c continuous with the first vertical plate portion 11.

本実施形態に係る第1補強部13は、略台形状の板体であり、第1鉛直板部11と第1水平板部12とで形成される内隅部の略中央に配設される。
第1補強部13は、上底側(略平行な辺のうち短辺側)を内隅側に向けた状態で、2つの脚辺(上底と下底とを連結する辺)部がそれぞれ第1鉛直板部11及び第1水平板部12に溶接されている。このとき、第1補強部13と第1鉛直板部11及び第1補強部13と第1水平板部12は、それぞれ略垂直に交わっている。
また、第1水平板部12に溶接される側の脚辺は、第1金物第2ボルト孔12a,12a間に溶接される。
The first reinforcing portion 13 according to the present embodiment is a substantially trapezoidal plate body, and is disposed substantially at the center of the inner corner formed by the first vertical plate portion 11 and the first horizontal plate portion 12. .
The first reinforcing portion 13 has two leg sides (sides connecting the upper base and the lower base) in a state where the upper base side (short side of substantially parallel sides) faces the inner corner side. The first vertical plate portion 11 and the first horizontal plate portion 12 are welded. At this time, the 1st reinforcement part 13, the 1st vertical board part 11, the 1st reinforcement part 13, and the 1st horizontal board part 12 cross | intersect substantially perpendicular | vertical, respectively.
Further, the leg side welded to the first horizontal plate portion 12 is welded between the first hardware second bolt holes 12a and 12a.

次いで、図2により本実施形態に係る第2外壁接合金物20について説明する。
第2外壁接合金物20は、外壁Sと梁Tの上端側を連結するための金物である。
本実施形態に係る第2外壁接合金物20は、支持部材としての第2鉛直板部21、外壁接合部及び梁接合部としての第2水平板部22、第2補強部材としての第2補強部23とで構成されている。
Next, the second outer wall bonding hardware 20 according to the present embodiment will be described with reference to FIG.
The second outer wall bonding hardware 20 is a hardware for connecting the outer wall S and the upper end side of the beam T.
The second outer wall joint hardware 20 according to this embodiment includes a second vertical plate portion 21 as a support member, a second horizontal plate portion 22 as an outer wall joint portion and a beam joint portion, and a second reinforcement portion as a second reinforcement member. 23.

本実施形態に係る第2鉛直板部21は、略長方形状の板状部材として形成されている。
本実施形態に係る第2水平板部22は、略凸字形状の板状部材であり、第2金物第1ピン孔22c,22c、固定部材貫通孔としての第2金物第2ボルト孔22a,22a、第2金物第3ボルト孔22bが形成されている。
第2鉛直板部21は、第2水平板部22から略垂直に起立した状態となるように溶接されている。
The second vertical plate portion 21 according to the present embodiment is formed as a substantially rectangular plate-like member.
The second horizontal plate portion 22 according to the present embodiment is a substantially convex plate-like member, and includes second hardware first pin holes 22c and 22c, second hardware second bolt holes 22a as fixing member through holes, 22a and a second hardware third bolt hole 22b are formed.
The second vertical plate portion 21 is welded so as to stand substantially vertically from the second horizontal plate portion 22.

なお、第2鉛直板部21は、その長辺が、第2水平板部22の略凸字を形成する底辺22dと略平行となる状態で、第2水平板部22の略中央部に溶接されている。
第2金物第1ピン孔22c,22cは、略円形状のピン孔であり、底辺22d側に形成されている。
なお、第2金物第1ピン孔22c,22cは、底辺22dと略平行な方向(図2のY方向)に並列して形成されている。
The second vertical plate portion 21 is welded to a substantially central portion of the second horizontal plate portion 22 in a state in which the long side is substantially parallel to the bottom side 22d forming the substantially convex character of the second horizontal plate portion 22. Has been.
The second hardware first pin holes 22c, 22c are substantially circular pin holes, and are formed on the bottom side 22d side.
The second hardware first pin holes 22c, 22c are formed in parallel in a direction substantially parallel to the base 22d (Y direction in FIG. 2).

第2金物第2ボルト孔22a,22aは、底辺22dと略垂直な方向(図2のX方向)に長軸を有する略楕円形状のルーズホールとして形成されたボルト孔であり、底辺22dと略平行な方向(図2のY方向)に並列して形成されている。
なお、第2金物第2ボルト孔22a,22aは、第2鉛直板部21に対して、第2金物第1ピン孔22c,22cと反対側に形成されている。
第2金物第3ボルト孔22bは、略円形状のボルト孔であり、底辺22dと対向する辺付近に形成されている。
The second hardware second bolt holes 22a, 22a are bolt holes formed as substantially elliptical loose holes having a major axis in a direction substantially perpendicular to the bottom side 22d (the X direction in FIG. 2), and are substantially the same as the bottom side 22d. They are formed in parallel in a parallel direction (Y direction in FIG. 2).
The second hardware second bolt holes 22a, 22a are formed on the opposite side to the second hardware first pin holes 22c, 22c with respect to the second vertical plate portion 21.
The second hardware third bolt hole 22b is a substantially circular bolt hole, and is formed in the vicinity of the side facing the bottom side 22d.

本実施形態に係る第2補強部23は、略台形状の板体であり、第2鉛直板部21と第2水平板部22とで形成される内隅部(第2金物第2ボルト孔22a,22aが形成されている側の内隅部)の略中央に配設される。
なお、第2補強部23は、上底側(略平行な辺のうち短辺側)を内隅側に向けた状態で、2つの脚辺(上底と下底とを連結する辺)部がそれぞれ第2鉛直板部21及び第2水平板部22に溶接されている。このとき、第2補強部23と第2鉛直板部21及び第2補強部23と第2水平板部22とは、それぞれ略垂直に交わっている。
The second reinforcing portion 23 according to the present embodiment is a substantially trapezoidal plate body, and is formed by an inner corner (second hardware second bolt hole) formed by the second vertical plate portion 21 and the second horizontal plate portion 22. 22a and 22a and the inner corner on the side where 22a is formed).
The second reinforcing portion 23 has two leg sides (sides connecting the upper base and the lower base) with the upper base side (the short side of the substantially parallel sides) facing the inner corner side. Are welded to the second vertical plate portion 21 and the second horizontal plate portion 22, respectively. At this time, the 2nd reinforcement part 23, the 2nd vertical board part 21, and the 2nd reinforcement part 23, and the 2nd horizontal board part 22 cross | intersect substantially perpendicular | vertical, respectively.

また、第2水平板部22に溶接される側の脚辺は、第2金物第2ボルト孔22a,22a間に溶接されている。
なお、第2水平板部22を、第2鉛直板部21が立設している場所より分割したとき、第2金物第1ピン孔22c,22cが形成されている側には、外壁Sが取付けられる。
この部分を以下単に、「外壁取付部22A」と記す。
この外壁取付部22Aが、外壁接合部に相当する。
また、第2水平板部22を、第2鉛直板部21が立設している場所より分割したとき、第2金物第2ボルト孔22a,22aが形成されている側には、梁Tが取付けられる。
この部分を以下単に、「梁取付部22B」と記す。
この梁取付部22Bが、梁接合部に相当する。
Further, the leg side welded to the second horizontal plate portion 22 is welded between the second hardware second bolt holes 22a, 22a.
When the second horizontal plate portion 22 is divided from the place where the second vertical plate portion 21 is erected, the outer wall S is formed on the side where the second hardware first pin holes 22c, 22c are formed. Mounted.
Hereinafter, this portion is simply referred to as “outer wall attachment portion 22A”.
The outer wall attachment portion 22A corresponds to an outer wall joint portion.
Further, when the second horizontal plate portion 22 is divided from the place where the second vertical plate portion 21 is erected, the beam T is formed on the side where the second hardware second bolt holes 22a, 22a are formed. Mounted.
This portion is hereinafter simply referred to as “beam mounting portion 22B”.
This beam attachment portion 22B corresponds to a beam joint portion.

次いで、図3乃至図5により、本実施形態に係る第1外壁接合金物10及び第2外壁接合金物20を使用して、梁Tに外壁Sを取付る方法を説明する。
本実施形態に係る外壁Sとは、公知の外壁パネルであり、方形の枠体に、外装材、内装材、防火部材、防湿部材、防水部材、断熱材等を配設したパネル状の板体である。
この外壁Sは、通常、工場等で予め作成され、家屋の建築現場で家屋の骨組みに沿って配設される。
Next, a method of attaching the outer wall S to the beam T using the first outer wall joint metal 10 and the second outer wall joint metal 20 according to the present embodiment will be described with reference to FIGS.
The outer wall S according to the present embodiment is a known outer wall panel, and is a panel-like plate body in which an exterior material, an interior material, a fireproof member, a moistureproof member, a waterproof member, a heat insulating material, and the like are disposed in a rectangular frame. It is.
The outer wall S is usually created in advance at a factory or the like, and is arranged along the framework of the house at the construction site of the house.

なお、本実施形態に係る外壁Sは、フレームS2を挟んで、外装材S1及び断熱材S3が貼付されている。
また、本実施形態に係る梁Tとは、公知のH鋼であり、柱に対して水平方向へ組まれ、家屋の骨組みを構成する。
なお、外壁S、梁Tは、これに限られるものではなく、材料、材質、組合せ等は、施工する家屋に要求される条件等により適宜選択することができる。
In addition, the exterior material S1 and heat insulating material S3 are affixed on the outer wall S which concerns on this embodiment on both sides of flame | frame S2.
Moreover, the beam T which concerns on this embodiment is well-known H steel, and is assembled | attached to a horizontal direction with respect to a column, and comprises the framework of a house.
In addition, the outer wall S and the beam T are not restricted to this, A material, a material, a combination, etc. can be suitably selected by the conditions etc. which are requested | required of the house to construct.

まず、第1外壁接合金物10を使用して、外壁Sと梁Tの下部を連結する方法を説明する。
図3及び図5に示すように、第1外壁接合金物10は、梁Tの下端部(図3(a)のW方向側端部)と外壁Sを連結する。
梁Tの下端内側面T1(梁T下端側の地面と対向する面の裏面)上には、金物固定部材30が予め固定されている。
First, a method of connecting the outer wall S and the lower part of the beam T using the first outer wall bonding hardware 10 will be described.
As shown in FIGS. 3 and 5, the first outer wall joint metal 10 connects the lower end portion of the beam T (the end portion on the W direction side in FIG. 3A) and the outer wall S.
On the inner surface T1 at the lower end of the beam T (the back surface of the surface facing the ground at the lower end side of the beam T), a hardware fixing member 30 is fixed in advance.

金物固定部材30は、略長方形状の板体であり、第1外壁接合金物10が配設される位置に予め適宜固定される。
なお、金物固定部材30は、梁Tの下端内側面T1上に載置された状態で、ボルトB1,B1によって固定されている。
このとき、金物固定部材30は、一部が外壁S側にはみ出した状態で梁Tの下端内側面T1上に載置されている。
以下、この外壁S側にはみ出した部分を「接合金物固定部30a」と記し、下端内側面T1上に載置されている部分を「梁固定部30b」と記す。
The metal fixing member 30 is a substantially rectangular plate, and is appropriately fixed in advance at a position where the first outer wall bonding metal 10 is disposed.
The hardware fixing member 30 is fixed by bolts B1 and B1 in a state where it is placed on the lower inner surface T1 of the beam T.
At this time, the hardware fixing member 30 is placed on the inner surface T1 at the lower end of the beam T in a state where a part protrudes to the outer wall S side.
Hereinafter, the portion protruding to the outer wall S side is referred to as a “joint hardware fixing portion 30a”, and the portion placed on the lower inner surface T1 is referred to as a “beam fixing portion 30b”.

ボルトB1,B1は、梁固定部30bと梁Tの下端部を貫通して固定されている。
次いで、第1外壁接合金物10を金物固定部材30に取付ける。
つまり、第1外壁接合金物10は、金物固定部材30を介して、梁Tに取付けられることとなる。
なお、本実施形態では、金物固定部材30を介して第1外壁接合金物10と梁Tとを連結したが、金物固定部材30は、必ずしも使用される必要はなく、第1外壁接合金物10と梁Tとを直接接合してもよい。
しかし、金物固定部材30を予め梁に固定しておくと、第1外壁接合金物10を配設すべき位置を簡易に把握することが可能であるとともに、この金物固定部材30にもルーズホールを作成しておくと、第1外壁接合金物10の位置調整をより細かくできるため好ましい。
例えば、第1金物第2ボルト孔12a,12aの長軸と略垂直な方向にルーズホールを形成しておくと、外壁Sと梁Tとの距離方向と略垂直な方向に対する位置調整もまた行うことができる。
Bolts B1 and B1 pass through the beam fixing portion 30b and the lower end of the beam T and are fixed.
Next, the first outer wall joining hardware 10 is attached to the hardware fixing member 30.
That is, the first outer wall bonded hardware 10 is attached to the beam T via the hardware fixing member 30.
In the present embodiment, the first outer wall bonded hardware 10 and the beam T are connected via the hardware fixing member 30, but the hardware fixing member 30 is not necessarily used, and the first outer wall bonded hardware 10 and The beam T may be directly joined.
However, if the hardware fixing member 30 is fixed to the beam in advance, it is possible to easily grasp the position where the first outer wall joining hardware 10 is to be disposed, and a loose hole is also formed in the hardware fixing member 30. It is preferable to prepare the first outer wall joint hardware 10 because the position of the first outer wall joint hardware 10 can be finely adjusted.
For example, if a loose hole is formed in a direction substantially perpendicular to the major axis of the first hardware second bolt holes 12a, 12a, the position adjustment in the direction substantially perpendicular to the distance direction between the outer wall S and the beam T is also performed. be able to.

第1外壁接合金物10は、第1水平板部12の裏面(第1補強部13が配設されていない側の面)側と、梁Tの下端表面T2(梁T下端側の地面と対向する面)とを合わせ、第1鉛直板部11の裏面(第1補強部13が配設されていない側の面)側を外壁Sの断熱材S3に圧接させた状態で、ボルトB2,B2を接合金物固定部30a及び第1金物第2ボルト孔12a,12aに貫通させて固定する。   The first outer wall joint hardware 10 is opposed to the back surface (the surface on which the first reinforcing portion 13 is not provided) side of the first horizontal plate portion 12 and the lower end surface T2 of the beam T (the ground on the lower end side of the beam T). And the back surface of the first vertical plate portion 11 (the surface on which the first reinforcing portion 13 is not disposed) is in pressure contact with the heat insulating material S3 of the outer wall S. Is fixed to the joint hardware fixing portion 30a and the first hardware second bolt holes 12a and 12a.

なお、第1金物第2ボルト孔12a,12aは、長軸の長さが図3のP−Q間の距離となる略楕円形状のルーズホールであるため、ボルトB2,B2は、この第1金物第2ボルト孔12a,12aの長軸に沿って、どの位置においても固定することができる。
つまり、外壁Sの断熱材S3と梁Tとの距離pが多少変化しても、その変化距離がP−Q間の距離を越えなければ、この第1外壁接合金物10によって、外壁Sと梁Tを固定することができる。
The first hardware second bolt holes 12a, 12a are loose holes having a substantially elliptical shape whose major axis is the distance between PQ in FIG. It can be fixed at any position along the long axis of the metal second bolt holes 12a, 12a.
That is, even if the distance p between the heat insulating material S3 of the outer wall S and the beam T changes slightly, if the change distance does not exceed the distance between PQ, the outer wall S and the beam are bonded by the first outer wall joint hardware 10. T can be fixed.

よって、基礎柱脚や梁の精度により外壁Sの断熱材S3と梁Tとの距離pが若干変化しても、その距離変化を吸収して、簡易に外壁Sを配設することができる。
第1外壁接合金物10の取付手順としては、第1外壁接合金物10を、断熱材S3と梁Tとの間で移動させ、第1鉛直板部11の外側の面(第1補強部材13が配設されていない側の面)が、断熱材S3に圧接する位置に配設する。この工程が、位置調整工程に相当する。
なお、このとき、金物固定部材30と第1外壁接合金物10との間に形成される間隙qを補強するために、略長方形状板体である間隙補強部材40(厚さは、間隙qの幅と同一)が間隙qに配設されている。
Therefore, even if the distance p between the heat insulating material S3 of the outer wall S and the beam T slightly changes due to the accuracy of the foundation column base and the beam, the outer wall S can be easily disposed by absorbing the distance change.
As a mounting procedure of the first outer wall joint hardware 10, the first outer wall joint hardware 10 is moved between the heat insulating material S3 and the beam T, and the outer surface of the first vertical plate portion 11 (the first reinforcing member 13 is installed). The surface that is not disposed) is disposed at a position where it is in pressure contact with the heat insulating material S3. This process corresponds to a position adjustment process.
At this time, in order to reinforce the gap q formed between the hardware fixing member 30 and the first outer wall joining hardware 10, the gap reinforcing member 40 (thickness is the gap q) is a substantially rectangular plate. (Same as the width) is disposed in the gap q.

このため、ボルトB2,B2は、接合金物固定部30a、間隙補強部材40、第1金物第2ボルト孔12a,12aを貫通して固定されることとなる。
このようにして、第1外壁接合金物10は、金物固定部材30を介して梁Tに取付けられる。
Therefore, the bolts B2 and B2 are fixed through the joint hardware fixing part 30a, the gap reinforcing member 40, and the first hardware second bolt holes 12a and 12a.
In this way, the first outer wall bonded hardware 10 is attached to the beam T via the hardware fixing member 30.

次いで、ボルトB3,B3を、第1金物第1ボルト孔11a,11aより断熱材S3へ螺入して固定し、第1外壁接合金物10と外壁Sとを固定する。
以上のように、第1外壁接合金物10を介して外壁Sと梁Tが接合される。
また、第1金物第3ボルト孔12bから図示しないボルトを貫通させて、第1外壁接合金物10と梁Tとを固定すると、より確実に第1外壁接合金物10を介して梁Tと外壁Sを固定することができる。
Next, the bolts B3 and B3 are screwed and fixed to the heat insulating material S3 through the first hardware first bolt holes 11a and 11a, and the first outer wall joining hardware 10 and the outer wall S are fixed.
As described above, the outer wall S and the beam T are joined through the first outer wall joining hardware 10.
Further, when a bolt (not shown) is penetrated from the first hardware third bolt hole 12b and the first outer wall joint metal 10 and the beam T are fixed, the beam T and the outer wall S are more reliably passed through the first outer wall joint metal 10. Can be fixed.

次いで、第2外壁接合金物20を使用して、外壁Sと梁T上部を接合する方法を説明する。
図4及び図5に示すように、第2外壁接合金物20は、梁Tの上端部(図4(b)のV方向側端部)と外壁Sを連結する。
梁Tの上端内側面T3(下端内側面T1と対向する面)には、金物固定部材30が予め固定されている。
Next, a method of joining the outer wall S and the upper part of the beam T using the second outer wall joining hardware 20 will be described.
As shown in FIGS. 4 and 5, the second outer wall joint hardware 20 connects the upper end portion of the beam T (the end portion on the V direction side in FIG. 4B) and the outer wall S.
A hardware fixing member 30 is fixed in advance to the upper inner surface T3 (the surface facing the lower inner surface T1) of the beam T.

金物固定部材30は、第1外壁接合金物10により外壁Sと梁Tとを接合する際に使用した部材と同じ部材が使用されており、第2外壁接合金物20が配設される位置に適宜固定されている。
なお、金物固定部材30は、梁Tの上端内側面T3に積層された状態で、ボルトB4,B4によって固定されている。
The metal fixing member 30 is the same member used when the outer wall S and the beam T are bonded by the first outer wall bonding metal 10 and is appropriately disposed at a position where the second outer wall bonding metal 20 is disposed. It is fixed.
The metal fixing member 30 is fixed by bolts B4 and B4 in a state where the metal fixing member 30 is stacked on the upper inner surface T3 of the beam T.

このとき、金物固定部材30は、一部が外壁S側にはみ出した状態で梁Tの上端内側面T3に積層されている。
以下、第1外壁接合金物10によって外壁Sと梁Tを固定する場合と同様に、外壁S側にはみ出した部分を「接合金物固定部30a」と記し、下端内側面T1に積層されている部分を「梁固定部30b」と記す。
At this time, the hardware fixing member 30 is laminated on the upper inner surface T3 of the beam T in a state where a part protrudes to the outer wall S side.
Hereinafter, as in the case where the outer wall S and the beam T are fixed by the first outer wall joint hardware 10, the portion protruding to the outer wall S side is referred to as a “joint hardware fixing portion 30a” and is a portion laminated on the lower end inner surface T1. Is referred to as a “beam fixing portion 30b”.

ボルトB4,B4は、梁Tの上端部と梁固定部30bとを貫通して固定されている。
次いで、第2外壁接合金物20を金物固定部材30に取付ける。
つまり、第2外壁接合金物20は、金物固定部材30を介して、梁Tに取付けられることとなる。
なお、本実施形態では、金物固定部材30を介して第2外壁接合金物20と梁Tとを連結したが、金物固定部材30は、必ずしも使用される必要はなく、第2外壁接合金物20と梁Tとを直接接合してもよい。
しかし、金物固定部材30を予め梁Tに固定しておくと、第2外壁接合金物20を配設すべき位置を簡易に把握することが可能であるとともに、この金物固定部材30にもルーズホールを作成しておくと、第2外壁接合金物20の位置調整がより細かくできるため好ましい。
例えば、第2金物第2ボルト孔22a,22aの長軸と略垂直な方向にルーズホールを形成しておくと、外壁と梁との距離方向と略垂直な方向に対する位置調整もまた行うことができる。
The bolts B4 and B4 are fixed through the upper end portion of the beam T and the beam fixing portion 30b.
Next, the second outer wall bonding hardware 20 is attached to the hardware fixing member 30.
That is, the second outer wall bonded hardware 20 is attached to the beam T via the hardware fixing member 30.
In the present embodiment, the second outer wall bonded hardware 20 and the beam T are connected via the hardware fixing member 30, but the hardware fixing member 30 is not necessarily used, and the second outer wall bonded hardware 20 and The beam T may be directly joined.
However, if the hardware fixing member 30 is fixed to the beam T in advance, it is possible to easily grasp the position where the second outer wall joint hardware 20 should be disposed, and the hardware fixing member 30 also has a loose hole. Is preferable because the position adjustment of the second outer wall bonding hardware 20 can be made finer.
For example, if a loose hole is formed in a direction substantially perpendicular to the major axis of the second hardware second bolt holes 22a, 22a, position adjustment in a direction substantially perpendicular to the distance direction between the outer wall and the beam can also be performed. it can.

第2外壁接合金物20は、梁取付部22Bの裏面(第2鉛直板部21が配設されていない側の面)側と、梁Tの上端表面T4(上端内側面T3の裏面)とを合わせ、外壁取付部22A上面(第2鉛直板部21が配設される側の面)に断熱材S3の下端部を載置した状態で、ボルトB5,B5を接合金物固定部30a及び第2金物第2ボルト孔22a,22aに貫通させて固定する。   The second outer wall bonding hardware 20 includes a back surface (surface on which the second vertical plate portion 21 is not disposed) side of the beam mounting portion 22B and an upper end surface T4 (back surface of the upper end inner surface T3) of the beam T. In addition, with the lower end of the heat insulating material S3 placed on the upper surface of the outer wall mounting portion 22A (the surface on the side where the second vertical plate portion 21 is disposed), the bolts B5 and B5 are connected to the joint hardware fixing portion 30a and the second. It is made to penetrate and fix to the metal second bolt holes 22a, 22a.

なお、第2金物第2ボルト孔22a,22aは、長軸の長さが図4のM−N間の距離となる略楕円形状のルーズホールであるため、ボルトB5,B5は、この第2金物第2ボルト孔22a,22aの長軸に沿って、どの位置においても固定することができる。
つまり、外壁SのフレームS2と梁Tとの距離mが多少変化しても、その変化距離がM−N間の距離を越えなければ、この第2外壁接合金物20によって、外壁Sと梁Tを固定することができる。
The second hardware second bolt holes 22a, 22a are loose holes having a substantially elliptical shape whose major axis is the distance between MN in FIG. It can be fixed at any position along the long axis of the metal second bolt holes 22a, 22a.
That is, even if the distance m between the frame S2 of the outer wall S and the beam T slightly changes, if the change distance does not exceed the distance between MN, the second outer wall joint hardware 20 allows the outer wall S and the beam T to be changed. Can be fixed.

よって、基礎柱脚や梁の精度により外壁SのフレームS2と梁Tとの距離mが若干変化しても、その距離変化を吸収して、簡易に外壁Sを配設することができる。
第2外壁接合金物20の取付手順としては、第2外壁接合金物20を、断熱材S3と梁Tとの間で移動させ、外壁取付部22Aの端辺(第2鉛直板部21の長辺と対向する辺)側がフレームS2に圧接する位置に配設する。この工程が、位置調整工程に相当する。
なお、このとき、金物固定部材30と第2外壁接合金物20との間に形成される間隙nを補強するために、略長方形状板体である間隙補強部材40(厚さは、間隙nの幅と同一)が間隙nに配設されている。この間隙補強部材40もまた、第1外壁接合金物10により外壁Sと梁Tとを接合する際に使用した部材と同じ部材が使用されている。
Therefore, even if the distance m between the frame S2 of the outer wall S and the beam T slightly changes depending on the accuracy of the foundation column base or the beam, the outer wall S can be easily disposed by absorbing the distance change.
As a mounting procedure of the second outer wall joint hardware 20, the second outer wall joint hardware 20 is moved between the heat insulating material S3 and the beam T, and the end side of the outer wall mounting portion 22A (the long side of the second vertical plate portion 21) is moved. And the side facing the frame S2 is disposed at a position where it is in pressure contact with the frame S2. This process corresponds to a position adjustment process.
At this time, in order to reinforce the gap n formed between the hardware fixing member 30 and the second outer wall bonding hardware 20, a gap reinforcing member 40 (thickness is the thickness of the gap n) is a substantially rectangular plate. (Same as the width) is disposed in the gap n. The gap reinforcing member 40 is also the same member as that used when the outer wall S and the beam T are joined by the first outer wall fitting 10.

このため、ボルトB5,B5は、接合金物固定部30a、間隙補強部材40、第2金物第2ボルト孔22a,22aを貫通して固定されることとなる。
このようにして、第2外壁接合金物20は、金物固定部材30を介して梁Tに取付けられる。
For this reason, the bolts B5 and B5 are fixed through the joint hardware fixing portion 30a, the gap reinforcing member 40, and the second hardware second bolt holes 22a and 22a.
In this way, the second outer wall bonded hardware 20 is attached to the beam T via the hardware fixing member 30.

次いで、第2金物第1ピン孔22c,22cより断熱材S3へ、ドリフトピンB6,B6を打ち込み、第2外壁接合金物20と外壁Sの断熱材S3とを固定する。
以上のように、第2外壁接合金物20を介して外壁Sと梁Tが接合される。
また、第2金物第3ボルト孔22bから図示しないボルトを貫通させて、第2外壁接合金物20と梁Tとを固定すると、より確実に第2外壁接合金物20を介して梁Tと外壁Sを固定することができる。
Next, the drift pins B6 and B6 are driven into the heat insulating material S3 from the second hardware first pin holes 22c and 22c, and the second outer wall joining hardware 20 and the heat insulating material S3 of the outer wall S are fixed.
As described above, the outer wall S and the beam T are joined via the second outer wall joining hardware 20.
Further, when a bolt (not shown) is passed through the second hardware third bolt hole 22b and the second outer wall joint metal 20 and the beam T are fixed, the beam T and the outer wall S are more reliably passed through the second outer wall joint hardware 20. Can be fixed.

本実施形態においては、第1外壁接合金物10を使用することによって、梁Tの下端部と外壁Sを固定することができ、第2外壁接合金物20を使用することによって、梁Tの上端部と外壁Sを固定することができる。
この際、第1金物第2ボルト孔12a,12a及び第2金物第2ボルト孔22a,22aはルーズホールとなっているため、ボルト固定位置を調整することができる。
よって、基礎柱脚や梁の精度により外壁Sと梁T間の距離が若干変化しても、ボルト固定位置を調整することにより距離変化を吸収することが可能である。
このため、基礎柱脚や梁の精度による影響を受けることなく、簡易に外壁を立設することができる。
In the present embodiment, the lower end portion of the beam T and the outer wall S can be fixed by using the first outer wall joint hardware 10, and the upper end portion of the beam T by using the second outer wall joint hardware 20. And the outer wall S can be fixed.
At this time, since the first hardware second bolt holes 12a, 12a and the second hardware second bolt holes 22a, 22a are loose holes, the bolt fixing position can be adjusted.
Therefore, even if the distance between the outer wall S and the beam T slightly changes due to the accuracy of the foundation column base or the beam, the distance change can be absorbed by adjusting the bolt fixing position.
For this reason, the outer wall can be easily erected without being affected by the accuracy of the foundation column base and the beam.

本発明の一実施形態に係る第1外壁接合金物を示す斜視図である。It is a perspective view which shows the 1st outer wall joining metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る第2外壁接合金物を示す斜視図である。It is a perspective view which shows the 2nd outer wall joining metal fitting which concerns on one Embodiment of this invention. 本発明の一実施形態に係る第1外壁接合金物が配設された状態を示す平面図及び側面図である。It is the top view and side view which show the state by which the 1st outer wall joining metal fitting which concerns on one Embodiment of this invention was arrange | positioned. 本発明の一実施形態に係る第2外壁接合金物が配設された状態を示す平面図及び側面図である。It is the top view and side view which show the state by which the 2nd outer wall joining metal fitting which concerns on one Embodiment of this invention was arrange | positioned. 本発明の一実施形態に係る第1外壁接合金物及び第2外壁接合金物によって外壁が梁に固定された状態を示す断面相当図である。It is a cross-sectional equivalent view which shows the state by which the outer wall was fixed to the beam with the 1st outer wall joining metal fitting and 2nd outer wall joining hardware which concern on one Embodiment of this invention. 従来技術の家屋骨組みを示す説明図である。It is explanatory drawing which shows the frame of a house of a prior art.

符号の説明Explanation of symbols

10 外壁接合金物(第1外壁接合金物)
11 外壁接合部(第1鉛直板部)
11a 第1金物第1ボルト孔
12 梁接合部(第1水平板部)
12a 固定部材貫通孔(第1金物第2ボルト孔)
12b 第1金物第3ボルト孔
12c 底辺
13 第1補強部材(第1補強部)
20 外壁接合金物(第2外壁接合金物)
21 支持部材(第2鉛直板部)
22 外壁接合部、梁接合部(第2水平板部)
22A 外壁接合部(外壁取付部)
22B 梁接合部(梁取付部)
22a 固定部材貫通孔(第2金物第2ボルト孔)
22b 第2金物第3ボルト孔
22c 第2金物第1ピン孔
22d 底辺
23 第2補強部材(第2補強部)
30 金物固定部材
30a 接合金物固定部
30b 梁固定部
40 間隙補強部材
B1 ボルト
B2 固定部材(ボルト)
B3 ボルト
B4 ボルト
B5 固定部材(ボルト)
B6 ドリフトピン
S 外壁
S1 外装材
S2 フレーム
S3 断熱材
T 梁
T1 下端内側面
T2 下端表面
T3 上端内側面
T4 上端表面
10 Outer wall joint hardware (first outer wall joint hardware)
11 Outer wall joint (first vertical plate)
11a 1st metal fitting 1st bolt hole 12 Beam joint part (1st horizontal board part)
12a fixing member through hole (first hardware second bolt hole)
12b 1st metal fitting 3rd bolt hole 12c bottom side 13 1st reinforcement member (1st reinforcement part)
20 Outer wall joint hardware (second outer wall joint hardware)
21 Support member (second vertical plate)
22 Outer wall joint, beam joint (second horizontal plate)
22A outer wall joint (outer wall mounting)
22B Beam joint (beam mounting)
22a fixing member through hole (second hardware second bolt hole)
22b 2nd metal fitting 3rd bolt hole 22c 2nd metal fitting 1st pin hole 22d Bottom 23 2nd reinforcement member (2nd reinforcement part)
30 Metal Fixing Member 30a Joint Hardware Fixing Part 30b Beam Fixing Part 40 Gap Reinforcement Member B1 Bolt B2 Fixing Member (Bolt)
B3 bolt B4 bolt B5 fixing member (bolt)
B6 Drift pin S Outer wall S1 Exterior material S2 Frame S3 Heat insulating material T Beam T1 Lower end inner surface T2 Lower end surface T3 Upper end inner surface T4 Upper end surface

Claims (2)

梁と柱とで構成される家屋の骨組みに、外壁を配設するための外壁接合金物であって、
該外壁接合金物は、
前記梁に接合される梁接合部と、
該梁接合部の1辺より略水平に連続して形成され、外壁に接合される外壁接合部と、
該外壁接合部と前記梁接合部との境界線上から略垂直に起立する支持部材と、
該支持部材と前記梁接合部とで形成される内隅部において、前記支持部材と前記梁接合部とを架橋するように配設された第2補強部材と、を少なくとも備え、
前記梁接合部には、前記梁を固定する固定部材を貫通させるための固定部材貫通孔が前記外壁と前記梁との距離方向に長く形成されたルーズホールとして設けられており、
前記梁接合部は、前記梁と前記梁接合部との間に介在して前記梁接合部を前記梁に取り付けるための金物固定部材を介して前記梁に取り付けられ、
前記梁接合部が前記金物固定部材を介して前記梁に積層された際、前記固定孔貫通孔の長軸は、前記金物固定部材に形成されたルーズホールの長軸と略垂直に交わるように設定されており、
前記梁接合部は、前記金物固定部材を介して前記梁に固定され、
前記外壁接合部は、前記梁から略水平に突出し、前記外壁の下端部の一部が載置されて固定されることを特徴とする外壁接合金物。
The outer wall joint hardware for arranging the outer wall on the frame of the house composed of beams and columns,
The outer wall joint hardware is
A beam joint to be joined to the beam;
An outer wall joint portion formed substantially continuously from one side of the beam joint portion and joined to the outer wall;
A support member that stands substantially vertically from a boundary line between the outer wall joint and the beam joint;
A second reinforcing member disposed at the inner corner formed by the support member and the beam joint portion so as to bridge the support member and the beam joint portion ;
Wherein the beam joints, fixing member through holes for passing the fixing member for fixing the beam is provided as a long-formed loose hole to a distance direction between the outer wall and the beam,
The beam joint is interposed between the beam and the beam joint, and is attached to the beam via a hardware fixing member for attaching the beam joint to the beam.
When the beam joint is stacked on the beam via the hardware fixing member, the long axis of the fixing hole through hole intersects the long axis of the loose hole formed in the hardware fixing member substantially perpendicularly. Is set,
The beam joint is fixed to the beam via the hardware fixing member,
The outer wall joint part protrudes substantially horizontally from the beam, and a part of a lower end part of the outer wall is placed and fixed .
梁に接合される梁接合部と、該梁接合部の1辺より略水平に連続して形成され、外壁に接合される外壁接合部と、該外壁接合部と前記梁接合部との境界線上から略垂直に起立する支持部材と、該支持部材と前記梁接合部とで形成される内隅部において、前記支持部材と前記梁接合部とを架橋するように配設された第2補強部材と、を少なくとも備えた外壁接合金物を介して、前記梁と前記柱とで構成される家屋の骨組みに前記外壁を配設するための外壁接合方法であって、
前記梁接合部には、前記梁を固定する固定部材を貫通させるための固定部材貫通孔が、前記外壁と前記梁との距離方向に長く形成されたルーズホールとして設けられており、
前記梁接合部を、前記梁と前記梁接合部との間に介在して前記梁接合部を前記梁に取り付けるための金物固定部材を介して前記梁に積層し、
前記梁接合部が前記金物固定部材を介して前記梁に積層された際、前記固定孔貫通孔の長軸と略垂直に交わるように長軸が設定されている、前記金物固定部材に形成されたルーズホールと、前記固定孔貫通孔に沿って、前記梁接合部が前記梁の一部に接すると共に、前記外壁接合部が前記外壁の一部に接する位置まで前記外壁接合金物を移動させる位置調整工程と、
前記梁接合部と、該梁接合部が接している前記梁の一部とを、前記固定孔貫通孔より固定部材を貫通させて留めつけることにより固定する梁固定工程と、
前記外壁接合部と、該外壁接合部が接している前記外壁の一部とを固定する外壁固定工程と、を行うことを特徴とする外壁接合方法。
A beam joint joined to the beam, an outer wall joint formed continuously from one side of the beam joint and joined to the outer wall , and a boundary line between the outer wall joint and the beam joint And a second reinforcing member disposed so as to bridge the support member and the beam joint at an inner corner formed by the support member standing substantially vertically from the support member and the beam joint. And an outer wall joining method for disposing the outer wall on a framework of a house composed of the beam and the pillar, through an outer wall joining hardware comprising at least:
In the beam joint portion, a fixing member through hole for allowing a fixing member for fixing the beam to pass therethrough is provided as a loose hole formed long in the distance direction between the outer wall and the beam,
The beam joint is interposed between the beam and the beam joint, and the beam joint is stacked on the beam via a hardware fixing member for attaching the beam joint to the beam.
When the beam joint is stacked on the beam via the hardware fixing member, the long axis is set so as to intersect the long axis of the fixing hole through hole substantially perpendicularly. A position where the beam joint is in contact with a part of the beam and the outer wall joint is moved to a position in which the outer wall joint is in contact with a part of the outer wall along the loose hole and the fixed hole through-hole. Adjustment process;
A beam fixing step of fixing the beam joint portion and a part of the beam in contact with the beam joint portion by passing a fixing member through the fixing hole through-hole and fixing the beam; and
An outer wall bonding method comprising: an outer wall fixing step of fixing the outer wall bonding portion and a part of the outer wall in contact with the outer wall bonding portion.
JP2005088968A 2005-03-25 2005-03-25 Outer wall joining hardware and outer wall joining method Expired - Lifetime JP4503474B2 (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165028U (en) * 1987-04-17 1988-10-27
JPH1072899A (en) * 1996-08-30 1998-03-17 Natl House Ind Co Ltd Wall panel attaching structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63165028U (en) * 1987-04-17 1988-10-27
JPH1072899A (en) * 1996-08-30 1998-03-17 Natl House Ind Co Ltd Wall panel attaching structure

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