JP3217572U - Interlayer adhesion hardware for wooden multi-layer buildings - Google Patents

Interlayer adhesion hardware for wooden multi-layer buildings Download PDF

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JP3217572U
JP3217572U JP2018002097U JP2018002097U JP3217572U JP 3217572 U JP3217572 U JP 3217572U JP 2018002097 U JP2018002097 U JP 2018002097U JP 2018002097 U JP2018002097 U JP 2018002097U JP 3217572 U JP3217572 U JP 3217572U
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tie rod
wooden
building
coil spring
cup
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稔 諸冨
稔 諸冨
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稔 諸冨
稔 諸冨
諸冨 ノリ子
諸冨 ノリ子
瓜田 亮一
瓜田 亮一
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Abstract

【課題】長尺タイロッドが存在する木造多層建築物用に適した層間密着金物を提供する。
【解決手段】木造建築物の多層階にわたって垂直に延在する長尺タイロッドが貫挿される孔800を底部に有し、上部が開口したカップ状の容器700内に、コイルバネ600の断面の直径を3mm〜5mm、コイル径を30mm〜40mm、有効巻き数を8.0〜10.0としたコイルバネ600を、その一端をカップ状の容器700の内底部に固着し、他端をその上部に配した、長尺タイロッドが貫挿される孔500を有するナット受け板400の裏面に固着して構成される。
【選択図】図6
An object of the present invention is to provide an interlayer adhesive hardware suitable for a wooden multi-layered building having a long tie rod.
A coil spring has a cross-sectional diameter in a cup-shaped container having a hole at which a long tie rod extending vertically across a multi-layered floor of a wooden building is inserted at the bottom and having an open top. A coil spring 600 having a diameter of 3 mm to 5 mm, a coil diameter of 30 mm to 40 mm, and an effective winding number of 8.0 to 10.0 is fixed at one end to the inner bottom of the cup-shaped container 700, and the other end is arranged at the top. The nut receiving plate 400 having the hole 500 through which the long tie rod is inserted is fixed to the back surface.
[Selection] Figure 6

Description

本考案は、木造多層建築物用層間密着金物に関するものである。   The present invention relates to an interlayer adhesion hardware for a wooden multilayer building.

木造枠組壁工法は、建築構造の木構造の工法の一種であり、一般にツーバイフォー工法として知られている。この工法は、規格化された木材をフレーム状に組み、構造用合板を打ち付けた壁や床で支えることにより、耐力壁と剛床とを一体化するものである。ツーバイフォー工法による建築物は、耐震性、耐火性、断熱性、機密性、防音性等に優れ、鉄筋コンクリート構造(RC造)や鉄骨構造(S造)と比べて安価且つ短期間で竣工可能な点でも有利とされ、盛んに採用されているものである。   The wooden frame wall construction method is a kind of construction method of a wooden structure of an architectural structure, and is generally known as a two-by-four construction method. This construction method integrates the load-bearing wall and the rigid floor by assembling standardized wood in a frame shape and supporting it with a wall or floor on which structural plywood is struck. Buildings based on the two-by-four method are excellent in earthquake resistance, fire resistance, heat insulation, confidentiality, soundproofing, etc., and can be completed at a lower cost and in a shorter period of time than reinforced concrete structures (RC structures) and steel structures (S structures) However, it is advantageous and is widely used.

都市計画で防火地域に指定される地域では、耐火建築物以外の建築が制限されている。耐火建築物とは、主要構造部が耐火構造であるか、火災が終了するまで耐えられることが耐火性能検証法等により確認されたものであって、外壁の開口部で延焼の虞のある部分には防火扉等を有する建築物をいう。ツーバイフォー工法の建築物には、従来耐火構造が認められておらず、100m以下の小規模な木造建築物でしか建築できなかったが、2004年にツーバイフォー工法における主要構造部が耐火構造として認定された。その結果、4階建てまでのツーバイフォー耐火建築物は、建物の種類や面積に関係なく、鉄筋コンクリート等の耐火建築物と同等の設計が可能となった。今後、個人住宅、共同住宅、店舗、ショッピングモール、ホテル、病院、介護施設等において、ツーバイフォー工法による4階建ての中層建築物の市場への進出が多いに期待されるところである。 Buildings other than fireproof buildings are restricted in areas designated as fireproof areas in city planning. Fireproof building is a part where the main structural part is fireproof structure or has been confirmed by the fireproof performance verification method etc. that it can withstand until the end of the fire, and there is a possibility of fire spread at the opening of the outer wall Refers to buildings with fire doors. The building of two-by-four construction method, not conventional refractory structure was observed, but was unable to building only in 100m 2 following a small wooden building, recognized as a major structural part is fireproof structure in the two-by-four construction method in 2004 It was done. As a result, two-by-four refractory buildings up to four stories can be designed in the same way as refractory buildings such as reinforced concrete, regardless of the type and area of the building. In the future, it is expected that there will be a lot of entry into the 4-story middle-rise building market by the two-by-four method in private houses, apartment houses, stores, shopping malls, hotels, hospitals, nursing care facilities, etc.

木造建築物では、建物の浮き上がりを防止するため、上下階の柱相互の緊結や土台・基礎と柱の緊結を担うホールダウン金物が各階の建物出隅等に設置される。しかし、各階層からなるツーバイフォー建築物では、地震等による浮き上がり力が増し、通常のホールダウン金物ではその対応が困難である。   In a wooden building, in order to prevent the building from being lifted up, a hall down hardware for connecting the upper and lower pillars to each other and the foundation, foundation, and pillars is installed at the corner of the building on each floor. However, in two-by-four buildings consisting of each level, the lifting force due to earthquakes and the like increases, and it is difficult to deal with ordinary hole-down hardware.

そこで、上記ホールダウン金物に代えて、木造建築物の各階層の天端レベルから下部の床レベルの間を長尺のタイロッドで緊締する方式が考えられる。長尺のタイロッド20は、図1に示すように各階層でタイロッド20を支持する座金10とナット31を設置することが望ましい。その際、建築後に各階層の木材の収縮によって、座金10と木材71との間に生じる隙間を無くすることが必要となる。 Therefore, instead of the hole-down hardware, a method of tightening with a long tie rod between the top level of each level of the wooden building and the lower floor level can be considered. As shown in FIG. 1, the long tie rod 20 is preferably provided with a washer 10 and a nut 31 that support the tie rod 20 in each layer. At that time, it is necessary to eliminate a gap generated between the washer 10 and the wood 71 due to contraction of the wood of each layer after construction.

そのため、ボルトやナットを一定の締め付けトルクで締め付けるネジ締付装置が開発されている。例えば、特許文献1(図3参照。)には、巻き弾性を有するゼンマイバネ1と、ゼンマイバネ1を巻き弾性を有する状態で係止した係止手段2とを備え、ゼンマイバネ1における径内側の先端側が、ボルトやナット等の被締付部材Hに係合され、ゼンマイバネにおける径外側の後端側が被締付部材Hを装着した被装着材Sに固定され、係止手段2が、係止可能なものからなることを特徴とするネジ締付具が開示されている。また、特許文献2(図4参照。)には、木造建築物の多層階にわたって垂直に延在させるタイロッドが貫通する孔12を有する座金10、座金10に載置され、タイロッドに螺合するナット31、タイロッドを囲むように立設され、且つナット31を一体化した側壁32を有する回転体30、座金10の上面に回転体30を囲むように載置された側壁41を有するケーシング40、一端部が回転体の側壁32の上方部分に固定され、ナット31を下向きに回転させる力を附与する板バネ35、及び回転体30の外側方から脱着可能に当接して板バネ35の動きを固定するための板バネ固定手段50を備え、側壁32の下方部分とナット31とを、脱着可能な結合手段38により一体化しているものが開示されている。 For this reason, screw tightening devices that tighten bolts and nuts with a constant tightening torque have been developed. For example, Patent Document 1 (see FIG. 3) includes a spring spring 1 having winding elasticity and locking means 2 that locks the spring 1 in a state having winding elasticity. , Engaged with a member to be tightened H such as a bolt or nut, the rear end side of the outer diameter of the mainspring is fixed to a material S to which the member to be tightened H is mounted, and the locking means 2 can be locked. Disclosed is a screw fastener characterized in that it comprises the following: In Patent Document 2 (see FIG. 4), a washer 10 having a hole 12 through which a tie rod extending vertically over a multi-layer floor of a wooden building passes, a nut placed on the washer 10 and screwed into the tie rod. 31, a rotating body 30 that has a side wall 32 that is erected so as to surround the tie rod and that is integrated with a nut 31; The plate spring 35 is fixed to the upper portion of the side wall 32 of the rotating body and applies a force for rotating the nut 31 downward, and the leaf spring 35 comes into contact with the outer side of the rotating body 30 so as to be detachable. There is disclosed a plate spring fixing means 50 for fixing, in which a lower portion of the side wall 32 and the nut 31 are integrated by a detachable coupling means 38.

しかし、上記従来のネジ締付装置は、上下方向に延在する長尺のタイロッドが存在する場でのナットの締め付け、装置の設置し易さ、加工し易さ、機能性などの点において満足できるものではなかった。 However, the conventional screw tightening device described above is satisfactory in terms of tightening nuts where there is a long tie rod extending in the vertical direction, ease of installation of the device, ease of processing, functionality, etc. It wasn't possible.

特許第4253143号公報Japanese Patent No. 4253143 特許第5485074号公報Japanese Patent No. 5485074

本考案は上記の点に鑑みなされたものであって、長尺タイロッドが存在する木造多層建築物用に適した層間密着金物を提供しようとするものである。   The present invention has been made in view of the above points, and an object of the present invention is to provide an interlayer adhesive hardware suitable for a wooden multi-layered building having a long tie rod.

而して、本考案の要旨とするところは、木造建築物の多層階にわたって垂直に延在する長尺タイロッドが貫挿される孔を底部に有し、ナットと座金との間に装着される、上部が開口したカップ状の容器内に、コイルバネの断面の直径を3mm〜5mm、コイル径を30mm〜40mm、有効巻き数を8.0〜10.0としたコイルバネをその一端を前記カップ状容器の内底部に固着し、他端をその上部に配した、長尺タイロッドが貫挿される孔を有するナット受け板の裏面に固着して収容してなる木造多層建築物用層間密着金物にある。   Thus, the gist of the present invention is that the bottom portion has a hole through which a long tie rod extending vertically over the multilayer floor of the wooden building is inserted, and is attached between the nut and the washer. In a cup-shaped container having an open top, a coil spring having a coil spring having a cross-sectional diameter of 3 mm to 5 mm, a coil diameter of 30 mm to 40 mm, and an effective winding number of 8.0 to 10.0 is connected at one end to the cup-shaped container. This is an interlayer adhesion hardware for a wooden multi-layered building which is fixedly accommodated and accommodated on the back surface of a nut receiving plate having a hole through which a long tie rod is inserted, which is fixed to the inner bottom portion of the tie rod.

本考案は上記の如き構成であり、木造建築物の多層階にわたって垂直に延在する長尺タイロッドが貫挿される孔を底部に有し、上部が開口したカップ状の容器内に、コイルバネの断面の直径を3mm〜5mm、コイル径を30mm〜40mm、有効巻き数を8.0〜10.0としたコイルバネをその一端を前記カップ状容器の内底部に固着し、他端をその上部に配した、長尺タイロッドが貫挿される孔を有するナット受け板の裏面に固着して収容してなるものであるから、経年変化による乾燥等により木材が痩せたり、地震等の揺れによって木材が変形し、座金の裏面と木材との間に隙間が生じるような事態が起きたとしても、強いバネ力を持ったコイルバネの拡圧力により、カップ状の容器の底部裏面が常に座金を押圧し、座金と木材との間の隙間の発生を防止することができるものである。特に、このコイルバネを、その一端を前記カップ状容器の内底部に固着し、他端をその上部に配したナット受け板の裏面に固着して収容してなるものであるから、コイルバネが拡開したときにもこれがずれることがなく、また万一軸心がずれるようなことがあったとしても、コイルバネがカップ状容器から外部に飛び出る虞がないものである。   The present invention is configured as described above, and has a cross-section of a coil spring in a cup-shaped container having a hole at the bottom through which a long tie rod extending vertically over a multi-layered floor of a wooden building is inserted. A coil spring having a diameter of 3 mm to 5 mm, a coil diameter of 30 mm to 40 mm, and an effective number of windings of 8.0 to 10.0 is fixed at one end to the inner bottom of the cup-shaped container, and the other end is arranged at the top. Since it is fixed and accommodated on the back surface of the nut receiving plate having a hole through which the long tie rod is inserted, the wood is thinned by drying due to secular change, or the wood is deformed by shaking such as an earthquake. Even if a gap occurs between the back surface of the washer and the wood, the bottom back surface of the cup-shaped container always presses the washer due to the expanding pressure of the coil spring having a strong spring force. With wood In which it is possible to prevent the occurrence of gaps. In particular, the coil spring is formed by fixing one end of the coil spring to the inner bottom of the cup-shaped container and the other end fixed to the back surface of a nut receiving plate disposed on the top thereof. If this happens, this will not shift, and even if the axial center shifts, there is no possibility that the coil spring will jump out of the cup-shaped container.

従来の木造多層建築物の概略的構成図である。It is a schematic block diagram of the conventional wooden multilayered building. 本考案の実施状態を示す木造多層建築物の概略的構成図である。It is a schematic block diagram of the wooden multilayered building which shows the implementation state of this invention. 従来の木造多層建築物用層間密着金物の概略的構成図である。It is a schematic block diagram of the conventional interlayer adhesion metal fittings for wooden multilayer buildings. 従来の木造多層建築物用層間密着金物の概略的構成図である。It is a schematic block diagram of the conventional interlayer adhesion metal fittings for wooden multilayer buildings. 本考案の木造多層建築物用層間密着金物のコイルバネを最大に拡開した状態を示す斜視図である。It is a perspective view which shows the state which expanded the coil spring of the interlayer adhesion metal fittings for wooden multilayer buildings of this invention to the maximum. 本考案の木造多層建築物用層間密着金物のコイルバネを最大に拡開した状態を示す中央縦断面図である。It is a center longitudinal cross-sectional view which shows the state which expanded the coil spring of the interlayer adhesion metal fittings for wooden multilayer buildings of this invention to the maximum. 本考案の木造多層建築物用層間密着金物のコイルバネを最大に圧縮した状態を示す中央縦断面図である。It is a center longitudinal cross-sectional view which shows the state which compressed the coil spring of the interlayer adhesion metal fittings for wooden multilayer buildings of this invention to the maximum.

以下、本考案を実施するための形態について、図面を参照して説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings.

図1は、本考案を実施する前の木造多層建築物の概略的構成図であり、この場合、経年変化による乾燥等により木材が痩せたり、地震等の揺れによって木材が変形し、座金の裏面と木材との間に隙間が生じるような事態が起きる可能性があることを示している。   FIG. 1 is a schematic configuration diagram of a wooden multi-layered building before implementing the present invention. In this case, the wood is thinned by drying due to secular change, or the wood is deformed by shaking such as an earthquake, and the back surface of the washer This indicates that there is a possibility that a gap will occur between the wood and the wood.

図2は、本考案の実施形態を示す木造多層建築物の概略的構成図である。 図中、100は長尺タイロッドである。200はナットであり、前記長尺タイロッド100に装着してある。300は木材である。400はナット受け板であり、その中央部には長尺タイロッド100が貫通する孔500が設けてあり、その裏面にはコイルバネ600の一方の端部が固着されている。700はコイルバネを収容するカップ状容器であり、本実施形態においては、上部をその全面において開口し、更にその底部には長尺タイロッド100が貫通する孔800が設けてあり、カップ状容器700の内底部にはコイルバネ600の他方の端部が固着されている。尚、上部の開口部は必ずしも全面に設ける必要はない。そして、長尺タイロッド100を貫挿した前記ナット受け板400及びコイルバネ600を収容したカップ状容器700は、ナット200と座金900の間に装着されるものである。尚、コイルバネ600としては、コイルバネの断面の直径を3mm〜5mm、コイル径を30mm〜40mm、有効巻き数を8.0〜10.0とすることが望ましい。   FIG. 2 is a schematic configuration diagram of a wooden multi-layered building showing an embodiment of the present invention. In the figure, 100 is a long tie rod. Reference numeral 200 denotes a nut, which is attached to the long tie rod 100. 300 is wood. A nut receiving plate 400 is provided with a hole 500 through which the long tie rod 100 passes, and one end of a coil spring 600 is fixed to the back surface thereof. Reference numeral 700 denotes a cup-shaped container that accommodates a coil spring. In this embodiment, the upper part is opened over the entire surface, and a hole 800 through which the long tie rod 100 passes is provided at the bottom part. The other end of the coil spring 600 is fixed to the inner bottom. The upper opening is not necessarily provided on the entire surface. A cup-shaped container 700 containing the nut receiving plate 400 and the coil spring 600 inserted through the long tie rod 100 is mounted between the nut 200 and the washer 900. The coil spring 600 preferably has a cross-sectional diameter of 3 mm to 5 mm, a coil diameter of 30 mm to 40 mm, and an effective number of turns of 8.0 to 10.0.

尚、前記コイルバネ600のナット受け板400及びカップ状容器700の内底部への固着方法としては、接着剤による接着、溶接、その他適宜の方法を採用することができる。   As a method for fixing the coil spring 600 to the nut receiving plate 400 and the inner bottom portion of the cup-shaped container 700, bonding with an adhesive, welding, or other appropriate methods can be employed.

次に、斯かる構成からなる本考案の作用につき説明する。
先ず、本考案品を図2に示す如く長尺タイロッドを貫挿してナット200と座金900の間に装着する。この時点では、コイルバネは収縮した状態でカップ状容器700内に収容されている。そして、経年変化による乾燥等により木材300が痩せたり、地震等の揺れによって木材300が変形して、座金900と木材300との間に隙間が生じると、その隙間に応じて前記コイルバネ600が拡開し、カップ状容器700の底部外面が座金900を押圧し、座金900を木材300に密着させる。
Next, the operation of the present invention having such a configuration will be described.
First, as shown in FIG. 2, the device of the present invention is inserted between a nut 200 and a washer 900 by inserting a long tie rod. At this time, the coil spring is housed in the cup-shaped container 700 in a contracted state. When the wood 300 is thinned by drying due to secular change or the wood 300 is deformed by shaking such as an earthquake and a gap is formed between the washer 900 and the wood 300, the coil spring 600 is expanded according to the gap. Opening, the bottom outer surface of the cup-shaped container 700 presses the washer 900, causing the washer 900 to adhere to the wood 300.

これにより、仮令座金900と木材300との間に隙間が生じるような事態が起きたとしても、本発明品によって常にこの隙間を無くすることができ、一々ナットを締め直す必要がなく、常に自動的に座金900を木材300に圧接することができるものである。 As a result, even when a gap occurs between the provisional washer 900 and the wood 300, the gap can always be eliminated by the product of the present invention. In particular, the washer 900 can be pressed against the wood 300.

100 長尺タイロッド
200 ナット
300 木材
400 ナット受け板
500、800 孔
600 コイルバネ
700 カップ状の容器
900 座金
100 Long tie rod 200 Nut 300 Wood 400 Nut support plate 500, 800 Hole 600 Coil spring 700 Cup-shaped container 900 Washer

都市計画で防火地域に指定される地域では、耐火建築物以外の建築が制限されている。耐火建築物とは、主要構造部が耐火構造であるか、火災が終了するまで耐えられることが耐火性能検証法等により確認されたものであって、外壁の開口部で延焼の虞のある部分には防火扉等を有する建築物をいう。ツーバイフォー工法の建築物には、従来耐火構造が認められておらず、100m以下の小規模な木造建築物でしか建築できなかったが、ツーバイフォー工法における主要構造部が耐火構造として認定された結果、4階建てまでのツーバイフォー耐火建築物は、建物の種類や面積に関係なく、鉄筋コンクリート等の耐火建築物と同等の設計が可能となった Buildings other than fireproof buildings are restricted in areas designated as fireproof areas in city planning. Fireproof building is a part where the main structural part is fireproof structure or has been confirmed by the fireproof performance verification method etc. that it can withstand until the end of the fire, and there is a possibility of fire spread at the opening of the outer wall Refers to buildings with fire doors. The building of two-by-four construction method, not conventional refractory structure was observed, but was unable to building only in 100m 2 following a small wooden building, the main structure in Tsu Baifo method has been certified as fire-resistant structure a result, two-by-four fire-resistant buildings of up to four-story, regardless of the type and area of the building has made it possible to fire-resistant buildings and the equivalent of the design of reinforced concrete and the like.

Claims (1)

木造建築物の多層階にわたって垂直に延在する長尺タイロッドが貫挿される孔を底部に有し、ナットと座金との間に装着される、上部が開口したカップ状の容器内に、コイルバネの断面の直径を3mm〜5mm、コイル径を30mm〜40mm、有効巻き数を8.0〜10.0としたコイルバネの一端を前記カップ状容器の内底部に固着し、他端をその上部に配した、長尺タイロッドが貫挿される孔を有するナット受け板の裏面に固着して収容してなる木造多層建築物用層間密着金物。
Inside the cup-shaped container with an opening at the top, which is installed between the nut and the washer, has a hole through which a long tie rod extending vertically across the multi-storey floor of a wooden building is inserted. One end of a coil spring having a cross-sectional diameter of 3 mm to 5 mm, a coil diameter of 30 mm to 40 mm, and an effective number of windings of 8.0 to 10.0 is fixed to the inner bottom of the cup-shaped container, and the other end is arranged on the top. An interlayer adhesion hardware for a wooden multi-layered building, which is fixedly accommodated on the back surface of a nut receiving plate having a hole through which a long tie rod is inserted.
JP2018002097U 2018-06-06 2018-06-06 Interlayer adhesion hardware for wooden multi-layer buildings Expired - Fee Related JP3217572U (en)

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