JP2015140600A - Residual deformation suppression structure of framework joining part - Google Patents

Residual deformation suppression structure of framework joining part Download PDF

Info

Publication number
JP2015140600A
JP2015140600A JP2014014937A JP2014014937A JP2015140600A JP 2015140600 A JP2015140600 A JP 2015140600A JP 2014014937 A JP2014014937 A JP 2014014937A JP 2014014937 A JP2014014937 A JP 2014014937A JP 2015140600 A JP2015140600 A JP 2015140600A
Authority
JP
Japan
Prior art keywords
members
hole
residual deformation
column
joining
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP2014014937A
Other languages
Japanese (ja)
Inventor
英博 武市
Hidehiro Takechi
英博 武市
曽田 五月也
Isanari Soda
五月也 曽田
章公 松島
Akikimi Matsushima
章公 松島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HOUSING SOLUTIONS Inc
HOUSING-SOLUTIONS Inc
MATSUSHIMA RINKO KK
Waseda University
Original Assignee
HOUSING SOLUTIONS Inc
HOUSING-SOLUTIONS Inc
MATSUSHIMA RINKO KK
Waseda University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by HOUSING SOLUTIONS Inc, HOUSING-SOLUTIONS Inc, MATSUSHIMA RINKO KK, Waseda University filed Critical HOUSING SOLUTIONS Inc
Priority to JP2014014937A priority Critical patent/JP2015140600A/en
Publication of JP2015140600A publication Critical patent/JP2015140600A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

PROBLEM TO BE SOLVED: To suppress the residual deformation of a joining part in a framework of a building by a small number of constituents and an easy construction method.SOLUTION: A residual deformation suppression structure 10 comprises resilience force impartment means 15 which imparts a restoration force in a direction in which a horizontal material 12 and a column 11 approximate each other when an external force acts in a direction in which the horizontal material is separated from the column, and accommodation means 16 which accommodates the restoration force impartment means 15 into the column 11 and the horizontal material 12. The restoration force impartment means 15 comprises a joining member 21 which joins the column 11 and the horizontal material 12 to each other, and a coil spring 23 which is attached to the joining member 21, and restores a joining part C to an original joining state when there occurs deformation in the separation direction. The accommodation means 16 is formed so that the joining member 21 can be bridged between the column 11 and the horizontal material 12, and arranged so as to be accessible to the joining member 21 from the outside of the column 11 and the horizontal material 12 in a state that the restoration force impartment means 15 is accommodated.

Description

本発明は、軸組接合部の残留変形抑制構造に係り、更に詳しくは、建物の軸組構造において、相互に直交する2部材の接合部の残留変形を抑制することのできる軸組接合部の残留変形抑制構造に関する。   The present invention relates to a structure for suppressing residual deformation of a shaft joint, and more particularly, in a shaft structure of a building that can suppress residual deformation of a joint between two members orthogonal to each other. The present invention relates to a residual deformation suppressing structure.

近年、住宅の品質確保に関する法律の制定や長期優良住宅制度の制定等により、一般的な木造低層住宅においても、その省エネルギー性能や構造耐力性能として75年〜90年間に亘る品質保証が求められているが、このような長期の品質保証を阻害する要因の一つとして、地震動による作用がある。例えば、地震により建物に過大な残留変形が生じるような場合には、居住者に感覚的な不安感を与えるに留まらず、軸組に張った防水シートが破損したり、軸組と断熱材との間に隙間が発生し、その結果、水分が壁の内部に侵入して壁内部に結露が発生し、建物の品質を損ねてしまう。   In recent years, as a result of the enactment of laws on ensuring the quality of houses and the establishment of long-term excellent housing systems, general wooden low-rise houses have been required to have quality assurance for 75 to 90 years as their energy-saving performance and structural strength performance. However, one of the factors hindering such long-term quality assurance is the effect of earthquake motion. For example, in the case where an excessive residual deformation occurs in a building due to an earthquake, it not only gives a sense of uneasiness to the residents, but the tarpaulin stretched on the shaft assembly is damaged, the shaft assembly and the insulation As a result, moisture enters the inside of the wall and condensation occurs inside the wall, deteriorating the quality of the building.

ところで、特許文献1には、桁材と梁材との接合部の変形を規制する制振機能付接合構造が開示されている。この制振機能付接合構造は、建物の制振機能を高めるために、コイルばねと取付板がそれぞれ内部に設けられた金属製のパイプ部材と、前記取付板に形成されたねじ孔に係合するボルト部材と、前記パイプ部材を梁部に取り付けるためのピン部材とからなる接合装置を前記接合部に取り付けてなる構造である。すなわち、先ず、パイプ部材が、梁材に形成された挿通孔に収容され、当該挿通穴内を一定範囲で摺動可能となるように、ピン部材によって梁材に固定される。次に、桁材を貫通させたボルト部材が、パイプ部材内に収容された取付板のねじ孔に係合され、コイルばねを圧縮した状態で桁材と梁材とが接合される。この構造によれば、前記接合部において、地震等による横方向の揺れにより桁材と梁材とを離間させる外力が作用しても、コイルばねの弾性により、桁材と梁材とを接近させる方向に導くことができる。   By the way, Patent Document 1 discloses a joint structure with a damping function that restricts deformation of a joint portion between a beam member and a beam member. In order to enhance the vibration control function of the building, this joint structure with a vibration control function is engaged with a metal pipe member in which a coil spring and a mounting plate are respectively provided, and a screw hole formed in the mounting plate. In this structure, a joining device including a bolt member to be attached and a pin member for attaching the pipe member to the beam portion is attached to the joining portion. That is, first, the pipe member is accommodated in the insertion hole formed in the beam material, and is fixed to the beam material by the pin member so as to be slidable within a certain range in the insertion hole. Next, the bolt member which penetrated the beam member is engaged with the screw hole of the mounting plate accommodated in the pipe member, and the beam member and the beam member are joined in a state where the coil spring is compressed. According to this structure, even if an external force that separates the beam member and the beam member due to a lateral vibration caused by an earthquake or the like acts on the joint, the beam member and the beam member are brought close to each other by the elasticity of the coil spring. Can lead to direction.

特開2009−197490号公報JP 2009-197490 A

しかしながら、前記特許文献1の構造においては、次のような問題がある。すなわち、先ず、建物の施工時に、金属製のパイプ部材を梁材に埋め込むための工程が別途必要になり、煩雑な作業が必要となるばかりか、木造軸組構造の場合、木製の梁材に金属製のパイプ部材が埋め込まれるため、それらの接触部分に結露が発生し易く、当該結露の発生は、建物の長期的な品質保証を阻害する要因となる。また、前記接合部の一箇所につき、1組の前記接合装置を用いたのでは、桁材に対して梁材が捩り回転する方向の残留変形を抑制することができず、当該回転方向の残留変形を規制するには、一箇所の接合部当たり、複数組の接合装置が必要になり、接合装置の取付作業が一層煩雑になるばかりか、前述した結露の発生領域がより拡大することになる。更に、前記構造では、パイプ部材を梁材に取り付ける際にピン部材が必要となり、当該ピン部材は、梁材の延出方向に交わる方向に当該梁材を貫通して突出するように配置される。このため、建物の設計上の自由度が損ねられる他、地震等の外力により、ピン部材が他の部材と干渉して破損や脱落を招来する虞があり、この場合には、梁材がパイプ部材に対して移動可能になってしまい、コイルばねによる前述した制振機能が効かなくなってしまう。   However, the structure of Patent Document 1 has the following problems. That is, first, when constructing a building, a process for embedding a metal pipe member in the beam material is separately required, and not only complicated work is required, but in the case of a wooden frame structure, a wooden beam material is used. Since metal pipe members are embedded, dew condensation is likely to occur at the contact portions, and the occurrence of the dew condensation becomes a factor that hinders long-term quality assurance of buildings. In addition, if one set of the joining devices is used for one place of the joint portion, the residual deformation in the direction in which the beam member twists and rotates with respect to the girders cannot be suppressed, and the residual in the rotation direction remains. In order to restrict the deformation, a plurality of sets of joining devices are required per joining portion, and not only the attaching operation of the joining device becomes more complicated, but also the above-described dew condensation generation area is further expanded. . Further, in the above structure, a pin member is required when the pipe member is attached to the beam member, and the pin member is disposed so as to protrude through the beam member in a direction intersecting with the extending direction of the beam member. . For this reason, the degree of freedom in design of the building is impaired, and there is a possibility that the pin member may interfere with other members due to an external force such as an earthquake, resulting in breakage or dropout. It becomes movable with respect to the member, and the above-described vibration damping function by the coil spring is not effective.

本発明は、このような不都合に着目して案出されたものであり、その目的は、少ない構成部品で簡単な施工により、建物の軸組における接合部の残留変形を抑制し、建物の長期の品質保証に寄与できる軸組接合部の残留変形抑制構造を提供することにある。   The present invention has been devised by paying attention to such inconveniences, and the object of the present invention is to suppress the residual deformation of the joints in the building frame by a simple construction with a small number of components, and the long term of the building. An object of the present invention is to provide a residual deformation suppressing structure for a shaft joint that can contribute to quality assurance.

前記目的を達成するため、主として、本発明は、建物の軸組に適用され、相互に直交する第1及び第2の部材の接合部の残留変形を抑制する軸組接合部の残留変形抑制構造であって、前記第1の部材に対して前記第2の部材が離間する方向に外力が作用した際に、前記第1の部材に対して前記第2の部材を接近させる方向の復元力を付与する復元力付与手段と、当該復元力付与手段を前記第1及び第2の部材の内部に収容するための収容手段とを備え、前記復元力付与手段は、前記第1及び第2の部材を接合する接合部材と、当該接合部材に取り付けられ、前記第1の部材に対して前記第2の部材が離間する方向の変位が生じた場合に、前記第1及び第2の部材を元の接合状態に復元させるように弾性変形する弾性部材とを備え、前記収容手段は、前記第1及び第2の部材間に前記接合部材を掛け渡せるように、前記第1及び第2の部材にそれぞれ形成された第1及び第2の穴部により構成され、前記第1及び第2の穴部は、それぞれ、前記復元力付与手段が前記第1及び第2の部材の内部に収容された状態で、前記第1及び第2の部材の外側から前記接合部材にアクセス可能に設けられる、という構成を採っている。   In order to achieve the above object, the present invention is mainly applied to a building shaft and the residual deformation suppressing structure of the shaft joint that suppresses the residual deformation of the joint of the first and second members orthogonal to each other. And when an external force is applied to the first member in a direction in which the second member is separated, a restoring force in a direction in which the second member approaches the first member. A restoring force applying means for applying, and an accommodating means for accommodating the restoring force applying means in the first and second members, wherein the restoring force applying means comprises the first and second members. And when the first member and the second member are displaced in a direction in which the second member is separated from the first member, the first member and the second member are returned to the original members. An elastic member that is elastically deformed so as to be restored to a joined state, Is constituted by first and second holes respectively formed in the first and second members so that the joining member can be spanned between the first and second members. Each of the second hole portions is accessible to the joining member from the outside of the first and second members in a state where the restoring force applying means is accommodated in the first and second members. It is configured to be provided.

本発明によれば、第1及び第2の部材を接合する際に、第1及び第2の部材の各内部に接合部材を掛け渡し、当該接合部材に弾性部材を取り付けて固定する作業を第1及び第2の部材の外側から行うことができ、しかも、第1及び第2の部材から他の部材を突出させることなく、第1及び第2の部材に復元力付与手段を取り付けることができる。従って、接合部の残留変形を抑制するための構成部品を最小限に抑えることができ、簡単な施工で建物の軸組における接合部の残留変形をより確実に抑制することができる。これにより、地震等による軸組接合部の変形に起因する建物内部の結露の発生を抑制することができ、建物の長期の品質保証に寄与できる。加えて、前記引用文献1の構造のように金属製のパイプを第1又は第2の部材に埋め込む必要がないため、復元力付与手段の周囲の結露の発生を抑制することができる。また、回転規制手段を設けると、1個の接合部材で、地震等の外力による第1及び第2の部材の相対回転が規制することができ、軸組内に留置される金属製部材の点数を最小限にして、当該金属製部材と木造軸組との接触に起因する結露の発生を抑制することができる。   According to the present invention, when the first and second members are joined, the joining member is spanned inside each of the first and second members, and the work of attaching and fixing the elastic member to the joining member is performed first. It can be performed from the outside of the first and second members, and the restoring force applying means can be attached to the first and second members without projecting other members from the first and second members. . Therefore, the components for suppressing the residual deformation of the joint portion can be minimized, and the residual deformation of the joint portion in the building framework can be more reliably suppressed by simple construction. Thereby, generation | occurrence | production of the dew condensation inside a building resulting from a deformation | transformation of a frame joint part by an earthquake etc. can be suppressed, and it can contribute to the long-term quality assurance of a building. In addition, since it is not necessary to embed a metal pipe in the first or second member as in the structure of the cited document 1, it is possible to suppress the occurrence of condensation around the restoring force applying means. In addition, when a rotation restricting means is provided, the relative rotation of the first and second members due to an external force such as an earthquake can be restricted with one joining member, and the number of metal members detained in the shaft assembly The occurrence of dew condensation due to the contact between the metal member and the wooden frame can be suppressed.

本実施形態に係る残留変形抑制構造が適用された軸組の概略正面図。The schematic front view of the shaft set with which the residual deformation | transformation suppression structure which concerns on this embodiment was applied. (A)は、図1のA部の接合部における部分拡大断面正面図であり、(B)は、(A)のA−A線に沿う方向の接合部における部分拡大断面側面図である。(A) is the partial expanded sectional front view in the junction part of the A section of FIG. 1, (B) is the partial expanded sectional side view in the junction part of the direction in alignment with the AA of (A). 図2(A)の部分分解断面図。FIG. 3 is a partially exploded cross-sectional view of FIG. 復元力付与手段が取り付けられていない状態の軸組の接合部を下方から見た部分拡大斜視図。The partial expansion perspective view which looked at the junction part of the shaft set in the state where the restoring force provision means is not attached from the bottom.

以下、本発明の実施形態について図面を参照しながら説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1には、本実施形態に係る軸組接合部の残留変形抑制構造が適用された軸組の概略正面図が示されている。また、図2(A)には、図1のA部の接合部における部分拡大断面正面図が示され、同図(B)には、(A)のA−A線に沿う方向の接合部における部分拡大断面側面図が示され、図3には、図2(A)の部分分解図が示されている。これらの図において、前記残留変形抑制構造10は、木造建物の残留変形を抑制するために、木造の軸組Jにおいて相互に直交する2部材の接合部Cに適用されており、本実施形態では、鉛直方向に延びる柱11(第1の部材)と、水平方向に延びるまぐさや窓台等の横架材12(第2の部材)との間に設けられている。   FIG. 1 is a schematic front view of a shaft group to which the residual deformation suppressing structure for a shaft group joint portion according to this embodiment is applied. 2A shows a partially enlarged cross-sectional front view of the joint portion A in FIG. 1, and FIG. 2B shows the joint portion in the direction along the line AA in FIG. FIG. 3 is a partially exploded view of FIG. 2 (A). In these drawings, the residual deformation suppressing structure 10 is applied to a joint C between two members orthogonal to each other in a wooden frame J in order to suppress the residual deformation of a wooden building. In addition, it is provided between a pillar 11 (first member) extending in the vertical direction and a horizontal member 12 (second member) such as a lintel or window stand extending in the horizontal direction.

この残留変形抑制構造10は、図2(A)及び図3に示されるように、柱11及び横架材12の相対回転を規制する回転規制手段14と、柱11に対して横架材12が離間する方向に外力が作用した際に、柱11に対して横架材12を接近させる方向の復元力を付与する復元力付与手段15と、柱11及び横架材12の内部に復元力付与手段15を収容するための収容手段16とにより構成されている。   As shown in FIGS. 2A and 3, the residual deformation suppressing structure 10 includes a rotation restricting means 14 that restricts relative rotation of the column 11 and the horizontal member 12, and the horizontal member 12 with respect to the column 11. When an external force is applied in a direction in which the column member 11 is separated, a restoring force applying unit 15 that applies a restoring force in a direction in which the horizontal member 12 approaches the column 11, and a restoring force inside the column 11 and the horizontal member 12 It is comprised by the accommodating means 16 for accommodating the provision means 15. FIG.

前記回転規制手段14は、図2及び図3に示されるように、接合部Cの柱11側に設けられる凹部としてのほぞ穴18と、接合部Cの横架材12側に設けられるとともに、ほぞ穴18に嵌め込まれる凸部としてのほぞ19とにより構成される。ほぞ穴18は、横架材12側に面する柱11の接合面11A側に開放する溝状の角穴となっている。一方、ほぞ19は、柱11側に面する横架材12の接合面12Aに形成され、ほぞ穴18にほぼぴったり嵌り合うサイズの角柱状をなしている。なお、前述とは逆に、柱11側にほぞ19を設け、横架材12側にほぞ穴18を設けても良い。   As shown in FIGS. 2 and 3, the rotation restricting means 14 is provided on the mortise 18 as a recess provided on the column 11 side of the joint C, and on the horizontal member 12 side of the joint C. It is comprised by the tenon 19 as a convex part engage | inserted by the tenon hole 18. FIG. The mortise 18 is a square hole in the shape of a groove that opens to the joint surface 11A side of the column 11 facing the horizontal member 12 side. On the other hand, the tenon 19 is formed on the joint surface 12A of the horizontal member 12 facing the column 11 side, and has a prismatic shape of a size that fits almost exactly in the tenon hole 18. Contrary to the above, the tenon 19 may be provided on the column 11 side and the tenon hole 18 may be provided on the horizontal member 12 side.

前記復元力付与手段15は、柱11と横架材12とを接合する接合部材21と、接合部材21に取り付けられ、柱11に対して横架材12が離間する方向の変位が生じた場合に、柱11及び横架材12を元の接合状態に復元させるように弾性変形する弾性部材としてのコイルばね23とを備えている。   The restoring force applying means 15 is attached to the joining member 21 that joins the column 11 and the horizontal member 12, and when the displacement in the direction in which the horizontal member 12 is separated from the column 11 occurs. Further, a coil spring 23 is provided as an elastic member that is elastically deformed so as to restore the column 11 and the horizontal member 12 to the original joined state.

前記接合部材21は、先端側にねじ溝を有するボルト25と、当該ねじ溝に係合可能なねじ穴を有するナット27と、ボルト25の軸部25Aにそれぞれ挿通可能に設けられた第1及び第2の座金29,30とを備えて構成されている。なお、ボルト25は、その軸部25Aで柱11と横架材12の各内部間を掛け渡せる長さのものが用いられる。   The joint member 21 includes a bolt 25 having a thread groove on a tip end side, a nut 27 having a screw hole engageable with the thread groove, and a first and a second portion provided so as to be inserted through a shaft portion 25A of the bolt 25. A second washer 29, 30 is provided. In addition, the thing of the length which can span between each inside of the pillar 11 and the horizontal member 12 is used for the volt | bolt 25 with the axial part 25A.

前記コイルばね23は、ボルト25の軸部25Aに挿通され、ナット27と、ナット27側に配置される第2の座金30との間に介装される。なお、以下と同様の作用を奏することができる限りにおいて、ゴム体等からなる他の弾性部材をコイルばね23に代替或いは併用することも可能である。また、コイルばね23は、溶接等によって第2の座金30と一体化していても良い。   The coil spring 23 is inserted into the shaft portion 25A of the bolt 25 and is interposed between the nut 27 and the second washer 30 disposed on the nut 27 side. It should be noted that another elastic member made of a rubber body or the like can be substituted for or used in combination with the coil spring 23 as long as the same action as described below can be achieved. The coil spring 23 may be integrated with the second washer 30 by welding or the like.

前記収容手段16は、主として図3及び図4に示されるように、柱11と横架材12の各内部間にボルト25を掛け渡せるように柱11側及び横架材12側にそれぞれ形成された第1及び第2の穴部32,33により構成されている。これら第1及び第2の穴部32,33は、復元力付与手段15が柱11及び横架材12の各内部に収容された状態で、それぞれ穴の外側から接合部材21にアクセス可能に設けられている。   As shown mainly in FIGS. 3 and 4, the accommodating means 16 is formed on the column 11 side and the horizontal member 12 side so that bolts 25 can be spanned between the insides of the column 11 and the horizontal member 12. The first and second holes 32 and 33 are configured. The first and second hole portions 32 and 33 are provided so that the joining member 21 can be accessed from the outside of the hole in a state where the restoring force applying means 15 is accommodated in each of the pillar 11 and the horizontal member 12. It has been.

柱11側の第1の穴部32は、前記接合面11Aの反対側となる外面11Bからほぞ穴18に向かって貫通するように形成された段付貫通穴となっており、反対面11B側に開放する大径穴35と、大径穴35よりも内径が小さく、大径穴35とほぞ穴18との間で通じる小径穴36とからなる。   The first hole portion 32 on the column 11 side is a stepped through hole formed so as to penetrate from the outer surface 11B on the opposite side of the joint surface 11A toward the mortise 18 and is on the opposite surface 11B side. A large-diameter hole 35 that is open to the inside, and a small-diameter hole 36 that has a smaller inner diameter than the large-diameter hole 35 and communicates between the large-diameter hole 35 and the mortise 18.

前記大径穴25は、ボルト25の頭部25B及び第1の座金29が外面11Bから表出しないように、それぞれ内部に収容可能となるサイズ及び形状に設けられている。一方、前記小径穴36は、ボルト25の軸部25Aとほぼ同一若しくはやや大きな内径に設けられており、前記頭部25B及び第1の座金29を通さずに、前記軸部25Aのみを挿通可能になっている。   The large-diameter hole 25 is provided in a size and shape that can be accommodated therein so that the head 25B and the first washer 29 of the bolt 25 are not exposed from the outer surface 11B. On the other hand, the small-diameter hole 36 has an inner diameter substantially the same as or slightly larger than the shaft portion 25A of the bolt 25, and only the shaft portion 25A can be inserted without passing through the head portion 25B and the first washer 29. It has become.

横架材12側の第2の穴部33は、ほぞ19の端面側で開放し、柱11の小径穴36を貫通したボルト25の軸部25Aが挿通されるボルト挿通穴38(挿通穴)と、ボルト挿通穴38に通じるとともに、ボルト25にナット27を締結する際、作業者が外部からそれらにアクセスできるように形成されたアクセス用穴39とからなる。   The second hole 33 on the side of the horizontal member 12 is opened on the end face side of the tenon 19, and a bolt insertion hole 38 (insertion hole) through which the shaft portion 25A of the bolt 25 penetrating the small diameter hole 36 of the column 11 is inserted. And an access hole 39 formed so that an operator can access the bolt 27 from the outside when the nut 27 is fastened to the bolt 25.

前記ボルト挿通穴38は、柱11及び横架材12の接合状態で柱11の小径穴36に相対する位置に、小径穴36とほぼ同一の内径で形成されており、第2の座金30、コイルばね23及びナット27及びを通さずに、ボルト25の軸部25Aのみを挿通可能になっている。   The bolt insertion hole 38 is formed at a position opposite to the small diameter hole 36 of the column 11 in the joined state of the column 11 and the horizontal member 12 and has the same inner diameter as the small diameter hole 36, Only the shaft portion 25A of the bolt 25 can be inserted without passing through the coil spring 23 and the nut 27.

前記アクセス用穴39は、横架材12の下面12Bのみに開放する開放部分39Aが形成された角穴状に設けられており、図2(A)に示されるように、ボルト挿通穴38から突出したボルト25の軸部25Aの先端側部分(ねじ溝部分)、第2の座金30、コイルばね23及びナット27を収容可能になっている。また、アクセス用穴39は、同図に示される復元力付与手段15の取り付け状態において、軸部25Aの先端と穴の形成縁39Bとの間に所定の隙間が形成されるサイズに設けられている。なお、アクセス用穴39は、横架材12の下面12B側の開放でなく、同上面側、同側面側等、横架材12の何れか一面側に開放部分39Aを形成しても良い。   The access hole 39 is provided in the shape of a square hole formed with an open portion 39A that opens only on the lower surface 12B of the horizontal member 12, and as shown in FIG. The front end side portion (thread groove portion) of the shaft portion 25A of the protruding bolt 25, the second washer 30, the coil spring 23, and the nut 27 can be accommodated. Further, the access hole 39 is provided in such a size that a predetermined gap is formed between the tip of the shaft portion 25A and the hole forming edge 39B in the attached state of the restoring force applying means 15 shown in FIG. Yes. The access hole 39 may be formed with an open portion 39 </ b> A on one side of the horizontal member 12 such as the upper surface side or the side surface side, instead of opening the lower surface 12 </ b> B side of the horizontal member 12.

次に、柱11及び横架材12への復元力付与手段15の取り付け方法について説明する。   Next, a method for attaching the restoring force applying means 15 to the column 11 and the horizontal member 12 will be described.

先ず、柱11のほぞ穴18に横架材12のほぞ19が嵌め込まれる。その後、第1の座金29が挿通された状態のボルト25が、柱11の外面11B側から、第1及び第2の穴部32,33に挿通される。このとき、第1の座金29は、大径穴35の底面に当接した状態となり、ボルト25の頭部25Bは、第1の座金29に当接した状態で大径穴35の内部に収容される。一方、ボルト25の軸部25Aは、小径穴36及びボルト挿通穴38を貫通し、その先端側部分がアクセス用穴39の内部空間に突出した状態となる。この状態で、アクセス用穴39の開放部分39Aに作業者が手を入れ、ボルト25の軸部25Aの先端側から、第2の座金30、コイルばね23、ナット27を順に挿通させ、軸部25Aの先端側のねじ溝とナット27のねじ穴を係合させる。そして、コイルばね23が圧縮されるようにナット27を締め付け、柱11と横架材12との接合作業が完了する。   First, the tenon 19 of the horizontal member 12 is fitted into the tenon 18 of the column 11. Thereafter, the bolt 25 in a state where the first washer 29 is inserted is inserted into the first and second holes 32 and 33 from the outer surface 11B side of the column 11. At this time, the first washer 29 is in contact with the bottom surface of the large-diameter hole 35, and the head 25 </ b> B of the bolt 25 is accommodated in the large-diameter hole 35 in contact with the first washer 29. Is done. On the other hand, the shaft portion 25 </ b> A of the bolt 25 passes through the small-diameter hole 36 and the bolt insertion hole 38, and the tip end portion projects into the internal space of the access hole 39. In this state, the operator puts a hand into the open portion 39A of the access hole 39, and the second washer 30, the coil spring 23, and the nut 27 are inserted in this order from the distal end side of the shaft portion 25A of the bolt 25, and the shaft portion The screw groove on the tip side of 25A and the screw hole of the nut 27 are engaged. Then, the nut 27 is tightened so that the coil spring 23 is compressed, and the joining work between the column 11 and the horizontal member 12 is completed.

以上の残留変形抑制構造10によれば、地震の発生により、柱11及び横架材12の接合部Cにおいて、柱11に対して横架材12が離間する方向に外力が作用した場合、ナット27と第2の座金30との間に介装されたコイルばね23が更に圧縮し、その際のコイルばね23の復元作用により、柱11に対して横架材12を接近させる方向の復元力を接合部Cに付与することができる。また、地震によって、第1の座金29が柱11にめり込んだ場合でも、コイルばね23が元の状態から伸長することで、柱11と横架材12との間に隙間を生じさせずに元の接合状態を維持できる。   According to the residual deformation suppressing structure 10 described above, when an external force is applied in the direction in which the horizontal member 12 is separated from the column 11 at the joint C between the column 11 and the horizontal member 12 due to the occurrence of an earthquake, the nut 27, the coil spring 23 interposed between the second washer 30 and the second washer 30 is further compressed, and the restoring force in the direction in which the horizontal member 12 approaches the column 11 by the restoring action of the coil spring 23 at that time. Can be imparted to the joint C. Further, even when the first washer 29 is sunk into the column 11 due to the earthquake, the coil spring 23 extends from the original state so that no gap is generated between the column 11 and the horizontal member 12. Can be maintained.

なお、前記実施形態では、柱11と横架材12との接合部Cに本発明を適用した場合を図示説明したが、これに限らず、桁と梁との接合部等、建物の軸組構造において、相互に直交するあらゆる2部材の接合部に本発明を適用することが可能である。   In the above-described embodiment, the case where the present invention is applied to the joint C between the column 11 and the horizontal member 12 is illustrated and described. However, the present invention is not limited thereto, and the building frame such as the joint between the beam and the beam. In the structure, it is possible to apply the present invention to any joint portion of two members orthogonal to each other.

その他、本発明における装置各部の構成は図示構成例に限定されるものではなく、実質的に同様の作用を奏する限りにおいて、種々の変更が可能である。   In addition, the configuration of each part of the apparatus in the present invention is not limited to the illustrated configuration example, and various modifications are possible as long as substantially the same operation is achieved.

10 残留変形抑制構造
11 柱(第1の部材)
12 横架材(第2の部材)
14 回転規制手段
15 復元力付与手段
16 収容手段
18 ほぞ穴(凹部)
19 ほぞ(凸部)
21 接合部材
23 コイルばね(弾性部材)
32 第1の穴部
33 第2の穴部
38 ボルト挿通穴(挿通穴)
39 アクセス用穴
C 接合部
J 軸組
10 Residual deformation suppression structure 11 Column (first member)
12 Horizontal member (second member)
14 Rotation restricting means 15 Restoring force applying means 16 Housing means 18 Mortise (concave)
19 Mortise (convex)
21 Joining member 23 Coil spring (elastic member)
32 1st hole part 33 2nd hole part 38 Bolt insertion hole (insertion hole)
39 Access hole C Joint J Shaft assembly

Claims (3)

建物の軸組に適用され、相互に直交する第1及び第2の部材の接合部の残留変形を抑制する軸組接合部の残留変形抑制構造であって、
前記第1の部材に対して前記第2の部材が離間する方向に外力が作用した際に、前記第1の部材に対して前記第2の部材を接近させる方向の復元力を付与する復元力付与手段と、当該復元力付与手段を前記第1及び第2の部材の内部に収容するための収容手段とを備え、
前記復元力付与手段は、前記第1及び第2の部材を接合する接合部材と、当該接合部材に取り付けられ、前記第1の部材に対して前記第2の部材が離間する方向の変位が生じた場合に、前記第1及び第2の部材を元の接合状態に復元させるように弾性変形する弾性部材とを備え、
前記収容手段は、前記第1及び第2の部材間に前記接合部材を掛け渡せるように、前記第1及び第2の部材にそれぞれ形成された第1及び第2の穴部により構成され、
前記第1及び第2の穴部は、それぞれ、前記復元力付与手段が前記第1及び第2の部材の内部に収容された状態で、前記第1及び第2の部材の外側から前記接合部材にアクセス可能に設けられていることを特徴とする軸組接合部の残留変形抑制構造。
A structure for suppressing residual deformation of a shaft joint that is applied to a building shaft and suppresses residual deformation of a joint of the first and second members orthogonal to each other,
When an external force is applied to the first member in a direction in which the second member is separated from the first member, a restoring force that applies a restoring force in a direction in which the second member approaches the first member. Providing means, and accommodation means for accommodating the restoring force application means in the first and second members,
The restoring force applying means is attached to the joining member that joins the first and second members, and the second member is displaced in a direction away from the first member. An elastic member that elastically deforms so that the first and second members are restored to their original joined state,
The accommodating means is configured by first and second holes formed in the first and second members, respectively, so that the joining member can be spanned between the first and second members.
The first and second hole portions are respectively connected to the joining member from the outside of the first and second members in a state where the restoring force applying means is accommodated inside the first and second members. A structure for suppressing residual deformation of a shaft joint portion, wherein the structure is provided so as to be accessible.
前記第1の穴部は、前記第1の部材を貫通して前記接合部材の一領域が収容される貫通穴であり、
前記第2の穴部は、前記第1及び第2の部材の接合状態で、前記貫通穴に通じて前記接合部材の一領域が収容される挿通穴と、当該挿通穴に通じて、前記接合部材の一領域及び前記弾性部材が収容されるアクセス用穴とにより構成され、
前記アクセス用穴は、前記第2の部材の外側から前記接合部材の一領域に前記弾性部材を取り付けて前記接合部材を固定できるように、外側に開放することを特徴とする請求項1記載の軸組接合部の残留変形抑制構造。
The first hole portion is a through hole that penetrates the first member and accommodates a region of the joining member;
The second hole portion is an insertion hole in which one region of the bonding member is accommodated through the through-hole in the bonded state of the first and second members, and the bonding hole through the insertion hole. A region of the member and an access hole in which the elastic member is accommodated;
2. The access hole according to claim 1, wherein the access hole is opened outward from the outside of the second member so that the elastic member can be attached to a region of the joining member to fix the joining member. Residual deformation control structure of shaft joint.
前記第1及び第2の部材の相対回転を規制する回転規制手段を更に備え、
前記回転規制手段は、前記第1及び第2の部材の何れか一方に形成された凹部と、前記第1及び第2の部材の何れか他方に形成され、前記凹部に収容される凸部とからなり、
前記凹部及び凸部は、相対回転不能に嵌り合う形状に設けられることを特徴とする請求項1又は2記載の軸組接合部の残留変形抑制構造。
A rotation restricting means for restricting relative rotation of the first and second members;
The rotation restricting means includes a concave portion formed in one of the first and second members, and a convex portion formed in one of the first and second members and accommodated in the concave portion. Consists of
3. The residual deformation suppressing structure for a shaft joint part according to claim 1, wherein the concave portion and the convex portion are provided in a shape that fits in a relatively non-rotatable manner.
JP2014014937A 2014-01-29 2014-01-29 Residual deformation suppression structure of framework joining part Pending JP2015140600A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014014937A JP2015140600A (en) 2014-01-29 2014-01-29 Residual deformation suppression structure of framework joining part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014014937A JP2015140600A (en) 2014-01-29 2014-01-29 Residual deformation suppression structure of framework joining part

Publications (1)

Publication Number Publication Date
JP2015140600A true JP2015140600A (en) 2015-08-03

Family

ID=53771149

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014014937A Pending JP2015140600A (en) 2014-01-29 2014-01-29 Residual deformation suppression structure of framework joining part

Country Status (1)

Country Link
JP (1) JP2015140600A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110952825A (en) * 2019-11-25 2020-04-03 海南大学 Prefabricated anti-seismic tough reinforced concrete frame structure and construction method

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0299103U (en) * 1989-01-27 1990-08-07
JPH05331920A (en) * 1991-05-24 1993-12-14 Nakajima:Kk Building structural members
JPH09324472A (en) * 1996-06-04 1997-12-16 Hide Kensetsu Kk Connecting structure of wooden building and reinforcing structure of wooden building using it and reinforcing structure forming construction method of wooden building
JP2000234613A (en) * 1999-11-26 2000-08-29 Takeshi Yamada Fastening bolt for construction
JP2002061287A (en) * 2000-08-22 2002-02-28 Yukiyoshi Sawada T-shaped joint structure for wooden building

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0299103U (en) * 1989-01-27 1990-08-07
JPH05331920A (en) * 1991-05-24 1993-12-14 Nakajima:Kk Building structural members
JPH09324472A (en) * 1996-06-04 1997-12-16 Hide Kensetsu Kk Connecting structure of wooden building and reinforcing structure of wooden building using it and reinforcing structure forming construction method of wooden building
JP2000234613A (en) * 1999-11-26 2000-08-29 Takeshi Yamada Fastening bolt for construction
JP2002061287A (en) * 2000-08-22 2002-02-28 Yukiyoshi Sawada T-shaped joint structure for wooden building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110952825A (en) * 2019-11-25 2020-04-03 海南大学 Prefabricated anti-seismic tough reinforced concrete frame structure and construction method

Similar Documents

Publication Publication Date Title
JP5023274B2 (en) Damping locking device
JP5901988B2 (en) Anti-vibration suspended vibration-reducing structure
JP2006241934A (en) Damper device
JP6417377B2 (en) Joint structure of structural frame of wooden building
JP2011247029A (en) Fastener
JP2015140600A (en) Residual deformation suppression structure of framework joining part
JP3205201U (en) Damping hardware
JP2006322527A (en) Braced viscoelastic damper
JP6977313B2 (en) Damping structure of the structure
TWI402440B (en) The improved structure of the sliding bearing seismic isolation device.
JP4949870B2 (en) Connecting bracket and connecting structure of foundation and column
KR101789663B1 (en) A combined cylinde supporter anchor volt set
JP6109481B2 (en) Seismic supplementary compulsory seismic structure for buildings with traditional construction method, seismic reinforcement structure that realizes seismic supplementary compulsory seismic structure for buildings with traditional construction method, and construction method for realizing seismic supplementary compulsory seismic structure for buildings with traditional construction method
KR20200070964A (en) Multi-purpose anti-seize fastener
JP3179367U (en) Bonding bracket mounting structure
JP5363183B2 (en) Seismic control device for wooden buildings
JP4358660B2 (en) Turnbuckle
JP2007277854A (en) Wall panel
JP6594740B2 (en) Bonded hardware
TWM516071U (en) Vibration energy dissipation device
JP2007077601A (en) Installation structure of vibration control panel
JP2017061799A (en) Coupler
JP2007277879A (en) Joining structure in woody building
JP4825788B2 (en) Seismic damper mounting tool
JP2019019628A (en) Exterior member fixing structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20161217

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20161219

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20171011

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20171019

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20180418