JP4257681B2 - Seismic reinforcement bracing tool and seismic reinforcement bracing tool construction method - Google Patents
Seismic reinforcement bracing tool and seismic reinforcement bracing tool construction method Download PDFInfo
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Description
この発明は耐震補強筋交い用具及び耐震補強筋交い用具施工方法であって、既存の木造家屋の横架材と基礎の間又は2つの横架材間に床材や天井下地を取り除くことなく容易に設置することができ、耐震性と免震性を向上することのできる耐震補強筋交い用具及び耐震補強筋交い用具施工方法に関する。The present invention relates to a seismic reinforcing bracing tool and a seismic reinforcing bracing tool construction method, which can be easily installed without removing a floor material or a ceiling base between a horizontal member and a foundation of an existing wooden house or between two horizontal members The present invention relates to a seismic reinforcement bracing tool and a seismic reinforcement bracing tool construction method that can improve seismic resistance and seismic isolation.
従来、木造建築においてその骨組を構築するに際し、土台と柱材、桁材と柱材が交差する部分間に筋交いを入れ、木造建築物を補強し、耐震性能の向上を図ることが一般的である。また耐震性能の向上を図るための木造建築用の筋交いが創出されている(例えば、特許文献1参照。)。
しかしながら、このような筋交いでは、既存の木造建築物に配するためには少なくとも床材と天井部材を取り外した後に筋交いを配し、該筋交いを配した後に再び床材と天井部材を取り付けなければならなく作業工程が煩雑であった。Conventionally, when building a framework in wooden construction, it has been common to improve the seismic performance by reinforcing the wooden building by placing braces between the base and pillar material, and the crossing of the beam and pillar material. is there. In addition, braces for wooden buildings have been created to improve seismic performance (see, for example, Patent Document 1).
However, in such a bracing, in order to distribute it to an existing wooden building, at least the flooring and the ceiling member must be removed, then the bracing is arranged, and after the bracing is arranged, the flooring and the ceiling member must be attached again. The work process was complicated.
本発明は、このような実情に鑑みてなされたもので、耐震性能の向上を図るとともに床材や天井部材を取り外すことなく容易に配設することができる耐震補強筋交い用具及び耐震補強筋交い用具施工方法の提供を目的とする。The present invention has been made in view of such circumstances, and the seismic reinforcement bracing tool and the seismic reinforcement bracing tool construction that can improve the seismic performance and can be easily disposed without removing the flooring and ceiling members. The purpose is to provide a method.
請求項1記載の発明は、既存の木造家屋における横架材と基礎との間に配設する耐震補強筋交い用具であって、外周にねじ山が螺刻され横架材内に螺着する筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が設けられた該筒状体内に挿通する第1筋交い部材と、少なくとも一端にねじ山が螺刻され基礎内に他端を埋設固着する第2筋交い部材と、第1、第2筋交い部材のねじ山に螺合する螺合孔が設けられた連結部材とからなり、前記筒状体の一端には長手方向に所要数のスリット状の切欠部が設けられ且つ該頭部が一端内に位置した際に拡開する拡開部が形成されてなることを特徴とする耐震補強筋交い用具を提供する。The invention described in claim 1 is a seismic reinforcement bracing device disposed between a horizontal member and a foundation in an existing wooden house, and a cylinder threaded on the outer periphery and screwed into the horizontal member. A first bracing member that is inserted into the cylindrical body having a thread threaded at one end and a head having a diameter larger than the inner diameter of the cylindrical body at the other end; and at least one end A second bracing member that is threaded and screwed into the foundation and the other end is fixed; and a connecting member that is provided with a screwing hole that is screwed into the thread of the first and second bracing members. A seismic reinforcement characterized in that a required number of slit-shaped notches are provided at one end of the rod-like body in the longitudinal direction and an expanding portion is formed that expands when the head is located within the one end. Providing braces.
請求項2記載の発明は、既存の木造家屋における2つの横架材間に配設する耐震補強筋交い用具であって、外周にねじ山が螺刻されそれぞれの横架材内に螺着する第1、第2筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が設けられ該筒状体内に挿通する第1、第2筋交い部材と、第1、第2筋交い部材のねじ山に螺合する螺合孔が設けられた連結部材とからなり、前記第1、第2筒状体の一端には長手方向に所要数のスリット状の切欠部が設けられ且つ該頭部が一端内に位置した際に拡開する拡開部が形成されてなることを特徴とする耐震補強筋交い用具を提供する。The invention according to
請求項3記載の発明は、既存の木造家屋における横架材と基礎との間に配設する耐震補強用の筋交い用具施工方法であって、外周にねじ山が螺刻され且つ一端には長手方向に所要数のスリット状の切欠部が設けられるとともに他端には所要数の係合凹部が設けられた筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が形成された第1筋交い部材と、少なくとも一端にねじ山が螺刻された第2筋交い部材と、螺合孔が設けられた連結部材と、端部に該係合凹部に係合する係合凸部が所要数設けられた筒状部材とからなり、まず少なくとも筒状体の外径より径小な孔を横架材に設けるとともに少なくとも第2筋交い部材の外径より径大な孔を基礎に設け、該基礎に設けられた孔に接着剤を充填するとともに第2筋交い部材の他端を挿入し、横架材に設けらた孔に予め第1筋交い部材を挿通した筒状体を螺着し、連結部材を介して第1、第2筋交い部材を連結し、前記接着剤が硬化した後に連結部材を介して第1、第2筋交い部材を締め付けて前記頭部を筒状体の一端内に位置させて拡開してなることを特徴とする耐震補強筋交い用具施工方法を提供する。The invention according to
請求項4記載の発明は、既存の木造家屋における2つの横架材間に配設する耐震補強用の筋交い用具施工方法であって、外周にねじ山が螺刻され且つ一端には長手方向に所要数のスリット状の切欠部が設けられるとともに他端には所要数の係合凹部が設けられた第1、第2筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも第1、第2筒状体の内径よりも径大な頭部が形成された第1、第2筋交い部材と、螺合孔が設けられた連結部材と、端部に該係合凹部に係合する係合凸部が所要数設けられた筒状部材とからなり、まず少なくとも第1、第2筒状体の外径より径小な孔を2つの横架材にそれぞれ設け、該孔に予め第1、第2筋交い部材を挿通した第1、第2筒状体をそれぞれ螺着し、連結部材を介して第1、第2筋交い部材を連結して前記頭部を第1、第2筒状体の一端内に位置させて拡開してなることを特徴とする耐震補強筋交い用具施工方法を提供する。The invention according to
本発明の実施の形態を図面を参照しつつ説明する。
図1はこの発明の一実施例に係る第1筋交い部材及び筒状体を示す概略斜視図、図2はこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図、図3は図2示と同様にこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図、図4は図2示と同様にこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図、図5は図2示と同様にこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図、図6は図2示と同様にこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略斜視図、図7は図2示と同様にこの発明の一実施例に係る耐震補強筋交い用具施工方法を説明するための概略斜視図、図8はこの発明の他の実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図、図9はこの発明の他の実施例に係る耐震補強筋交い用具施工方法を説明するための概略断面図である。Embodiments of the present invention will be described with reference to the drawings.
FIG. 1 is a schematic perspective view showing a first bracing member and a tubular body according to an embodiment of the present invention, and FIG. 2 is a schematic cross-sectional view for explaining a method for constructing a seismic reinforcement bracing device according to an embodiment of the present invention. 3 is a schematic cross-sectional view for explaining a method for constructing a seismic reinforcing brace according to one embodiment of the present invention, as in FIG. 2, and FIG. 4 is according to one embodiment of the present invention, similarly to FIG. FIG. 5 is a schematic cross-sectional view for explaining an earthquake-resistant reinforcement bracing tool construction method, FIG. 5 is a schematic cross-sectional view for explaining an earthquake-resistant reinforcement bracing tool construction method according to one embodiment of the present invention, as shown in FIG. FIG. 7 is a schematic perspective view for explaining a method for constructing a seismic reinforcement bracing device according to an embodiment of the present invention as in FIG. 2, and FIG. 7 is a seismic reinforcement bracing device according to an embodiment of the present invention as in FIG. FIG. 8 is a schematic perspective view for explaining the construction method, and FIG. Schematic cross-sectional view for explaining the seismic reinforcement struts tool construction method according to 施例, FIG. 9 is a schematic cross-sectional view for explaining the seismic reinforcement struts tool construction method according to another embodiment of the present invention.
(1)は既存の木造家屋における横架材(18)と基礎(19)との間に配設する耐震補強筋交い用具であって、この耐震補強筋交い用具(1)は第1、第2筋交い部材(2)(3)と、筒状体(4)と、連結部材(5)とからなる。
第1筋交い部材(2)の一端にはねじ山(6)が螺刻され、他端には少なくとも筒状体(4)の内径よりも径大な頭部(7)が形成されている。この頭部(7)の形状は断面視テーパ状、断面視略楕円形状、略球形状に形成するとよい。
第2筋交い部材(3)の少なくとも一端にはねじ山(8)が螺刻されている。尚、この第2筋交い部材(3)の他端にねじ山(17)を螺刻してもよい。
図1に示すように、筒状体(4)の外周にはねじ山(9)が螺刻され、この筒状体(4)の一端には長手方向に所要数のスリット状の切欠部(10)(10)・・・が設けられ、且つ前記頭部(7)が一端内に位置した際に拡開する拡開部(11)が形成されている。また、他端には所要数の係合凹部(12)(12)・・・が設けられている。
連結部材(5)には螺合孔(13)が設けられている。
尚、第1、第2筋交い部材(2)(3)、筒状体(4)、連結部材(5)は、引張性が高い素材であるステンレスが好適に採用されるが、これに限定されず、引張性の高い素材であれば、鉄、チタン、炭素繊維、ファインセラミック等が採用される。(1) is a seismic reinforcement bracing tool arranged between a horizontal member (18) and a foundation (19) in an existing wooden house, and this seismic reinforcement bracing tool (1) is a first and second bracing. It consists of member (2) (3), a cylindrical body (4), and a connection member (5).
A thread (6) is threaded at one end of the first bracing member (2), and a head (7) having a diameter larger than at least the inner diameter of the cylindrical body (4) is formed at the other end. The shape of the head (7) may be formed in a taper shape in cross section, a substantially oval shape in cross section, or a substantially spherical shape.
A thread (8) is threaded on at least one end of the second bracing member (3). In addition, you may screw a screw thread (17) in the other end of this 2nd bracing member (3).
As shown in FIG. 1, a thread (9) is threaded on the outer periphery of the cylindrical body (4), and a required number of slit-shaped notches (in the longitudinal direction) are formed at one end of the cylindrical body (4). 10) (10)... Are formed, and an expanded portion (11) is formed which expands when the head (7) is positioned within one end. In addition, a required number of engaging recesses (12), (12),... Are provided at the other end.
The connecting member (5) is provided with a screw hole (13).
The first and second bracing members (2) and (3), the tubular body (4), and the connecting member (5) are preferably made of stainless steel, which is a highly tensile material, but is not limited thereto. As long as the material has high tensile properties, iron, titanium, carbon fiber, fine ceramic, etc. are employed.
次に、この耐震補強筋交い用具(1)の木造家屋への施工方法を図2乃至図7に基づいて説明する。まず、横架材(18)に少なくとも筒状体(4)の外径よりも径小な所要長さの孔(14a)を設けるとともに、基礎(19)に少なくとも第2筋交い部材(3)の外径よりも径大な所要長さの孔(14b)を設ける。勿論、横架材(18)に孔(14a)を設けるときには天井下地(20)に貫通孔(21a)を設け、基礎(19)に孔(14b)を設けるときには床材(22)や根太(23)にそれぞれ貫通孔(21b)(21c)を設ける。
2つの孔(14a)(14b)は、図3に示すようにそれぞれの軸線(24)が略一直線となるように設ける。孔(14a)(14b)の軸線(24)が略一直線上となるように設けるには、天井下地(20)と床材(22)に挿入孔(図示せず)を設け、この挿入孔にスコープを挿入して横架材(18)及び基礎(19)の孔(14a)(14b)を形成する位置(以下、基準点と称す)を確認する。その後、レーザラインマーカーを用いてレーザ光を基準点を結ぶように出射し、このレーザ光に合わせて貫通孔(21a)(21b)(21c)及び孔(14a)(14b)を形成する。またレーザラインマーカーを用いず、基準点を結ぶように糸や紐等を張り、その糸や紐等に合わせて貫通孔(21a)(21b)(21c)及び孔(14a)(14b)を形成してもよい。Next, the construction method to this wooden house of this seismic reinforcement reinforcement tool (1) is demonstrated based on FIG. 2 thru | or FIG. First, a hole (14a) having a required length smaller than the outer diameter of at least the cylindrical body (4) is provided in the horizontal member (18), and at least the second bracing member (3) is provided in the foundation (19). A hole (14b) having a required length larger than the outer diameter is provided. Of course, when the hole (14a) is provided in the horizontal member (18), the through hole (21a) is provided in the ceiling base (20), and when the hole (14b) is provided in the foundation (19), the floor material (22) or joist ( 23) are provided with through holes (21b) and (21c), respectively.
As shown in FIG. 3, the two holes (14a) and (14b) are provided so that the respective axes (24) are substantially straight. In order to provide the axis (24) of the holes (14a) and (14b) to be substantially in a straight line, an insertion hole (not shown) is provided in the ceiling base (20) and the flooring (22). The scope (18) and the position (hereinafter referred to as a reference point) where the holes (14a) and (14b) of the foundation (19) are formed are confirmed by inserting the scope. Thereafter, laser light is emitted using a laser line marker so as to connect the reference points, and through holes (21a) (21b) (21c) and holes (14a) (14b) are formed in accordance with the laser light. Further, without using a laser line marker, a thread or string is stretched so as to connect the reference points, and through holes (21a) (21b) (21c) and holes (14a) (14b) are formed in accordance with the thread or string. May be.
基礎(19)に設けた孔(14b)に接着剤(図示せず)を充填するとともに、図2に示すように第2筋交い部材(3)の他端を挿入する。
横架材(18)に設けた孔(14a)に、予め第1筋交い部材(2)を挿通した筒状体(4)を螺着する。筒状体(4)を横架材(18)に螺着するには筒状部材(15)を用いる。図7に示すようにこの筒状部材(15)の端部には所要数の係合凸部(16)(16)・・・が設けられており、この係合凸部(16)(16)・・・を係合凹部(12)(12)・・・に噛合させ、ネジ作用により、図4に示すように筒状体(4)を横架材(20)に螺着する。
尚、この第1筋交い部材(2)は頭部(7)が筒状体(4)の切欠部(10)(10)・・・が設けられた側に位置するよう配してなる。
次いで、連結部材(5)を介して第1筋交い部材(2)と第2筋交い部材(3)を連結する。前記接着剤が硬化した後に、連結部材(5)を介して第1、第2筋交い部材(2)(3)を締め付ける。この締め付けにより、頭部(7)が徐々に筒状体(4)内に嵌入し、図5及び図6に示すように筒状体(4)の一端が拡開して拡開部(11)が形成される。The hole (14b) provided in the foundation (19) is filled with an adhesive (not shown), and the other end of the second bracing member (3) is inserted as shown in FIG.
The cylindrical body (4) through which the first bracing member (2) has been inserted in advance is screwed into the hole (14a) provided in the horizontal member (18). A cylindrical member (15) is used to screw the cylindrical body (4) onto the horizontal member (18). As shown in FIG. 7, a required number of engaging projections (16), (16)... Are provided at the end of the cylindrical member (15), and the engaging projections (16) (16). Are engaged with the engaging recesses (12), (12), and the cylindrical body (4) is screwed to the horizontal member (20) as shown in FIG.
The first bracing member (2) is arranged such that the head (7) is positioned on the side of the cylindrical body (4) where the notches (10), (10), ... are provided.
Subsequently, a 1st bracing member (2) and a 2nd bracing member (3) are connected via a connection member (5). After the adhesive is cured, the first and second bracing members (2) and (3) are tightened through the connecting member (5). By this tightening, the head (7) is gradually fitted into the cylindrical body (4), and one end of the cylindrical body (4) is expanded as shown in FIGS. ) Is formed.
このように、連結部材(5)を介して第1、第2筋交い部材(2)(3)を締め付けることで頭部(7)が徐々に筒状体(4)内に嵌入し、筒状体(4)の一端が拡開して拡開部(11)が横架材(18)内に形成されるので、耐震補強筋交い用具(1)を既存の木造家屋の横架材(18)と基礎(19)との間に強固に取り付けることができ耐震性の向上を図ることができ、更に天井部材(20)や床材(22)を取り外すことなく容易に配設作業を行うことができる。Thus, by tightening the first and second bracing members (2) and (3) via the connecting member (5), the head (7) gradually fits into the tubular body (4), and the tubular shape Since one end of the body (4) is expanded and the expanded portion (11) is formed in the horizontal member (18), the seismic reinforcement bracing tool (1) is used for the horizontal member (18) of the existing wooden house. Can be firmly attached between the base and the foundation (19) to improve the earthquake resistance, and the installation work can be easily performed without removing the ceiling member (20) and the flooring (22). it can.
次に本発明の他の実施の形態を説明する。
(1a)は既存の木造家屋における2つの横架材(18)(18)間に配設する耐震補強筋交い用具であって、この耐震補強筋交い用具(1a)は第1、第2筋交い部材(2a)(3a)と、筒状体(4a)(4a)と、連結部材(5)とからなる。
第1、第2筋交い部材(2a)(3a)の一端にはねじ山が螺刻され、他端には少なくとも筒状体(4a)(4a)の内径よりも径大な頭部が形成されている。この頭部の形状は断面視テーパ状、断面視略楕円形状、略球形状に形成するとよい。
筒状体(4a)(4a)の外周にはねじ山が螺刻され、この筒状体の一端には長手方向に所要数のスリット状の切欠部がそれぞれ設けられ、且つ前記頭部が一端内に位置した際に拡開する拡開部(11a)(11a)が形成されている。また、他端には所要数の係合凹部がそれぞれ設けられている。
連結部材(5)には螺合孔が設けられている。
尚、第1、第2筋交い部材(2a)(3a)、筒状体(4a)(4a)、連結部材(5)は、引張性が高い素材であるステンレスが好適に採用されるが、これに限定されず、引張性の高い素材であれば、鉄、チタン、炭素繊維、ファインセラミック等が採用される。Next, another embodiment of the present invention will be described.
(1a) is an anti-seismic reinforcement bracing tool arranged between two horizontal members (18) (18) in an existing wooden house, and this seismic retrofit bracing tool (1a) is a first and second bracing member ( 2a) (3a), a cylindrical body (4a) (4a), and a connecting member (5).
A thread is threaded at one end of the first and second bracing members (2a) (3a), and a head having a diameter larger than the inner diameter of at least the cylindrical bodies (4a) (4a) is formed at the other end. ing. The shape of the head may be formed into a tapered shape in cross section, a substantially elliptic shape in cross section, or a substantially spherical shape.
A thread is threaded on the outer periphery of each of the cylindrical bodies (4a) and (4a), and one end of the cylindrical body is provided with a required number of slit-shaped notches in the longitudinal direction, and the head is one end. The expansion part (11a) (11a) which expands when it is located in is formed. The other end is provided with a required number of engaging recesses.
The connecting member (5) is provided with a screw hole.
The first and second bracing members (2a) and (3a), the cylindrical bodies (4a) and (4a), and the connecting member (5) are preferably made of stainless steel, which is a highly tensile material. If it is a material with high tensile property, iron, titanium, carbon fiber, fine ceramic, etc. are adopted.
次に、この耐震補強筋交い用具(1a)の木造家屋への施工方法を図8及び図9に基づいて説明する。まず、図8に示すように2つの横架材(18)(18)に少なくとも筒状体(4a)(4a)の外径よりも径小な所要長さの孔(14a)(14a)を設ける。勿論、天井下地(20)側に配設さてた横架材(18)に孔(14a)(14a)を設けるときには天井下地(20)に貫通孔(21a)を設け、床材(22)側に配設された横架材(18)に孔(14a)を設けるときには床材(22)や根太(図示せず)にそれぞれ貫通孔(21b)を設ける。
2つの孔(14a)(14a)は、図8に示すようにそれぞれの軸線(24)が略一直線となるように設ける。孔(14a)(14a)の軸線(24)が略一直線上となるように設けるには、天井下地(20)と床材(22)に挿入孔(図示せず)を設け、この覗き穴にスコープを挿入して基準点を確認する。その後、レーザラインマーカーを用いてレーザ光を基準点を結ぶように出射し、このレーザ光に合わせて貫通孔(21a)(21b)及び孔(14a)(14a)を形成する。またレーザラインマーカーを用いず、基準点を結ぶように糸や紐等を張り、その糸や紐等に合わせて貫通孔(21a)(21b)及び孔(14a)(14a)を形成してもよい。Next, the construction method to this wooden house of this seismic reinforcement reinforcement tool (1a) is demonstrated based on FIG.8 and FIG.9. First, as shown in FIG. 8, holes (14a) (14a) having a required length smaller than the outer diameter of at least the cylindrical bodies (4a) (4a) are formed in the two horizontal members (18) (18). Provide. Of course, when the holes (14a) (14a) are provided in the horizontal member (18) arranged on the ceiling base (20) side, the through holes (21a) are provided in the ceiling base (20), and the floor material (22) side is provided. When the hole (14a) is provided in the horizontal member (18) disposed in the floor, the through hole (21b) is provided in the floor material (22) and the joist (not shown).
As shown in FIG. 8, the two holes (14a) and (14a) are provided so that the respective axes (24) are substantially straight. In order to provide the axis (24) of the holes (14a) and (14a) to be substantially in a straight line, an insertion hole (not shown) is provided in the ceiling base (20) and the flooring (22). Insert a scope and check the reference point. Thereafter, laser light is emitted using a laser line marker so as to connect the reference points, and through holes (21a) (21b) and holes (14a) (14a) are formed in accordance with the laser light. Further, without using a laser line marker, a thread or string is stretched so as to connect the reference points, and through holes (21a) (21b) and holes (14a) (14a) are formed in accordance with the thread or string. Good.
横架材(18)(18)に設けた孔(14a)(14a)に、予め第1、第2筋交い部材(2a)(3a)を挿通した筒状体(4a)(4a)を螺着する。筒状体(4a)(4a)をそれぞれの横架材(18)(18)に螺着するには筒状部材(15)を用いる。この筒状部材(15)の端部には所要数の係合凸部(16)(16)・・・が設けられており、この係合凸部(16)(16)・・・を係合凹部(12)(12)・・・に噛合させ、ネジ作用により筒状体(4b)(4b)を横架材(20)(20)に螺着する。
尚、この第1、第2筋交い部材(2a)(3a)は頭部が筒状体(4a)(4a)の切欠部が設けられた側に位置するよう配してなる。
次いで、連結部材(5)を介して第1筋交い部材(2a)と第2筋交い部材(3a)を連結し、連結部材(5b)を介して第1、第2筋交い部材(2a)(3a)を締め付ける。この締め付けにより、頭部が徐々に筒状体(4a)(4a)内に嵌入し、図9に示すように筒状体(4a)(4a)の一端が拡開して拡開部(11a)(11a)が形成される。Cylindrical bodies (4a) (4a) with first and second bracing members (2a) (3a) inserted in advance into the holes (14a) (14a) provided in the horizontal members (18) (18) are screwed. To do. A cylindrical member (15) is used to screw the cylindrical bodies (4a) (4a) to the horizontal members (18) (18). A required number of engaging protrusions (16), (16),... Are provided at the end of the cylindrical member (15), and the engaging protrusions (16), (16),. .. Are engaged with the mating recesses (12), (12)... And the cylindrical bodies (4b) and (4b) are screwed to the horizontal members (20) and (20) by a screw action.
The first and second bracing members (2a) and (3a) are arranged so that their heads are located on the side where the cutout portions of the cylindrical bodies (4a) and (4a) are provided.
Next, the first bracing member (2a) and the second bracing member (3a) are coupled via the coupling member (5), and the first and second bracing members (2a) (3a) are coupled via the coupling member (5b). Tighten. By this tightening, the head gradually fits into the cylindrical bodies (4a) and (4a), and as shown in FIG. 9, one end of the cylindrical bodies (4a) and (4a) expands to expand the expanded portion (11a ) (11a) is formed.
このように、連結部材(5)を介して第1、第2筋交い部材(2a)(3a)を締め付けることで頭部が徐々に筒状体(4a)(4a)内に嵌入し、筒状体(4a)(4a)の一端が拡開して拡開部(11a)(11a)が横架材(18)(18)内にそれぞれ形成されるので、耐震補強筋交い用具(1a)を既存の木造家屋の2つの横架材(18)(18)間に強固に取り付けることができ耐震性の向上を図ることができ、更に天井部材(20)や床材(22)を取り外すことなく容易に配設作業を行うことができる。Thus, by tightening the first and second bracing members (2a) and (3a) via the connecting member (5), the head gradually fits into the cylindrical bodies (4a) and (4a). Since one end of the body (4a) (4a) is expanded and the expanded portions (11a) (11a) are formed in the horizontal members (18) and (18), respectively, the seismic reinforcement reinforcement tool (1a) It can be firmly attached between the two horizontal members (18) and (18) of the wooden house, improving the earthquake resistance, and easily without removing the ceiling member (20) and flooring (22) Arrangement work can be performed.
以上のように請求項1記載の発明は、既存の木造家屋における横架材と基礎との間に配設する耐震補強筋交い用具であって、外周にねじ山が螺刻され横架材内に螺着する筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が設けられた該筒状体内に挿通する第1筋交い部材と、少なくとも一端にねじ山が螺刻され基礎内に他端を埋設固着する第2筋交い部材と、第1、第2筋交い部材のねじ山に螺合する螺合孔が設けられた連結部材とからなり、前記筒状体の一端には長手方向に所要数のスリット状の切欠部が設けられ且つ該頭部が一端内に位置した際に拡開する拡開部が形成されてなることを特徴とする耐震補強筋交い用具であるから、以下の効果を奏する。
即ち、連結部材を介して第1、第2筋交い部材を締め付けることで頭部が徐々に筒状体内に嵌入し、筒状体の一端が拡開して拡開部が横架材内に形成されるので、既存の木造家屋の横架材と基礎との間に強固に取り付けることができ耐震性の向上を図ることができる。As described above, the invention described in claim 1 is a seismic reinforcement bracing device arranged between a horizontal member and a foundation in an existing wooden house, and a screw thread is engraved on the outer periphery of the horizontal member. A cylindrical body to be screwed, and a first bracing member inserted into the cylindrical body having a screw thread at one end and a head having a diameter larger than at least the inner diameter of the cylindrical body at the other end A second bracing member in which a screw thread is threaded at least at one end and the other end is embedded and fixed in the foundation, and a connecting member provided with a screwing hole to be screwed into the screw thread of the first and second bracing members The cylindrical body is provided with a required number of slit-shaped notches in the longitudinal direction and an expanded portion that expands when the head is positioned within the one end. Since it is a seismic reinforcement bracing tool, it has the following effects.
That is, by tightening the first and second bracing members via the connecting member, the head gradually fits into the cylindrical body, and one end of the cylindrical body expands to form an expanded portion in the horizontal member. Therefore, it can be firmly attached between the horizontal member of the existing wooden house and the foundation, and the seismic resistance can be improved.
請求項2記載の発明は、既存の木造家屋における2つの横架材間に配設する耐震補強筋交い用具であって、外周にねじ山が螺刻されそれぞれの横架材内に螺着する第1、第2筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が設けられ該筒状体内に挿通する第1、第2筋交い部材と、第1、第2筋交い部材のねじ山に螺合する螺合孔が設けられた連結部材とからなり、前記第1、第2筒状体の一端には長手方向に所要数のスリット状の切欠部が設けられ且つ該頭部が一端内に位置した際に拡開する拡開部が形成されてなることを特徴とする耐震補強筋交い用具であるから、以下の効果を奏する。
即ち、連結部材を介して第1、第2筋交い部材を締め付けることで頭部が徐々に筒状体内に嵌入し、筒状体の一端が拡開して拡開部が横架材内に形成されるので、既存の木造家屋の横架材間に強固に取り付けることができ耐震性の向上を図ることができる。The invention according to
That is, by tightening the first and second bracing members via the connecting member, the head gradually fits into the cylindrical body, and one end of the cylindrical body expands to form an expanded portion in the horizontal member. Therefore, it can be firmly attached between the horizontal members of the existing wooden house, and the earthquake resistance can be improved.
請求項3記載の発明は、既存の木造家屋における横架材と基礎との間に配設する耐震補強用の筋交い用具施工方法であって、外周にねじ山が螺刻され且つ一端には長手方向に所要数のスリット状の切欠部が設けられるとともに他端には所要数の係合凹部が設けられた筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも筒状体の内径よりも径大な頭部が形成された第1筋交い部材と、少なくとも一端にねじ山が螺刻された第2筋交い部材と、螺合孔が設けられた連結部材と、端部に該係合凹部に係合する係合凸部が所要数設けられた筒状部材とからなり、まず少なくとも筒状体の外径より径小な孔を横架材に設けるとともに少なくとも第2筋交い部材の外径より径大な孔を基礎に設け、該基礎に設けられた孔に接着剤を充填するとともに第2筋交い部材の他端を挿入し、横架材に設けらた孔に予め第1筋交い部材を挿通した筒状体を螺着し、連結部材を介して第1、第2筋交い部材を連結し、前記接着剤が硬化した後に連結部材を介して第1、第2筋交い部材を締め付けて前記頭部を筒状体の一端内に位置させて拡開してなることを特徴とする耐震補強筋交い用具施工方法であるから、以下の効果を奏する。
即ち、連結部材を介して第1、第2筋交い部材を締め付けることで頭部が徐々に筒状体内に嵌入し、筒状体の一端が拡開して拡開部が横架材内に形成されるので、既存の木造家屋の横架材と基礎との間に強固に取り付けることができ耐震性の向上を図ることができ、更に天井部材や床材を取り外すことなく容易に配設作業を行うことができる。The invention according to
That is, by tightening the first and second bracing members via the connecting member, the head gradually fits into the cylindrical body, and one end of the cylindrical body expands to form an expanded portion in the horizontal member. Therefore, it can be firmly attached between the horizontal member of the existing wooden house and the foundation, improving the earthquake resistance, and can be easily installed without removing the ceiling member and flooring. It can be carried out.
請求項4記載の発明は、既存の木造家屋における2つの横架材間に配設する耐震補強用の筋交い用具施工方法であって、外周にねじ山が螺刻され且つ一端には長手方向に所要数のスリット状の切欠部が設けられるとともに他端には所要数の係合凹部が設けられた第1、第2筒状体と、一端にねじ山が螺刻されるとともに他端に少なくとも第1、第2筒状体の内径よりも径大な頭部が形成された第1、第2筋交い部材と、螺合孔が設けられた連結部材と、端部に該係合凹部に係合する係合凸部が所要数設けられた筒状部材とからなり、まず少なくとも第1、第2筒状体の外径より径小な孔を2つの横架材にそれぞれ設け、該孔に予め第1、第2筋交い部材を挿通した第1、第2筒状体をそれぞれ螺着し、連結部材を介して第1、第2筋交い部材を連結して前記頭部を第1、第2筒状体の一端内に位置させて拡開してなることを特徴とする耐震補強筋交い用具施工方法であるから、以下の効果を奏する。
即ち、連結部材を介して第1、第2筋交い部材を締め付けることで頭部が徐々に筒状体内に嵌入し、筒状体の一端が拡開して拡開部が横架材内に形成されるので、既存の木造家屋の横架材間に強固に取り付けることができ耐震性の向上を図ることができ、更に天井部材や床材を取り外すことなく容易に配設作業を行うことができる。The invention according to
That is, by tightening the first and second bracing members via the connecting member, the head gradually fits into the cylindrical body, and one end of the cylindrical body expands to form an expanded portion in the horizontal member. Therefore, it can be firmly attached between the horizontal members of the existing wooden house, can improve the earthquake resistance, and can be easily installed without removing the ceiling member and flooring. .
1 耐震補強筋交い用具
1a 耐震補強筋交い用具
2 第1筋交い部材
2a 第1筋交い部材
3 第2筋交い部材
3a 第2筋交い部材
4 筒状体
4a 筒状体
5 連結部材
6 ねじ山
7 頭部
8 ねじ山
9 ねじ山
10 切欠部
11 拡開部
11a 拡開部
12 係合凹部
13 螺合孔
14a 孔
14b 孔
15 筒状部材
16 係合凸部
17 ねじ山
18 横架材
19 基礎
20 天井下地
21a 貫通孔
21b 貫通孔
21c 貫通孔
22 床材
23 根太
24 軸線DESCRIPTION OF SYMBOLS 1 Seismic
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