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JP4438751B2 - Reinforcing hardware and structure of perforated beams - Google Patents
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JP4438751B2 - Reinforcing hardware and structure of perforated beams - Google Patents

Reinforcing hardware and structure of perforated beams Download PDF

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JP4438751B2
JP4438751B2 JP2006014621A JP2006014621A JP4438751B2 JP 4438751 B2 JP4438751 B2 JP 4438751B2 JP 2006014621 A JP2006014621 A JP 2006014621A JP 2006014621 A JP2006014621 A JP 2006014621A JP 4438751 B2 JP4438751 B2 JP 4438751B2
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reinforcing
hole
perforated
side plate
perforated beam
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JP2007197915A (en
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伸治 宇都宮
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Sekisui House Ltd
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Sekisui House Ltd
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Description

本発明は、貫通孔が設けられた木製梁の補強金物と、該補強金物を使用した補強構造に関する。   The present invention relates to a wooden beam reinforcing metal provided with a through hole, and a reinforcing structure using the reinforcing metal.

木製の梁に空調用ダクトや各種配管・配線を挿通させるため、梁幅方向の貫通孔を形成する場合がある。このような梁(以下、「有孔梁」という。)においては、貫通孔による梁強度の低下を補う必要があることから、貫通孔の周囲に鋼板等からなる補強金物を取り付ける技術が提案されている。   In order to insert air conditioning ducts and various pipes / wiring through wooden beams, there are cases in which through holes in the beam width direction are formed. In such a beam (hereinafter referred to as “perforated beam”), since it is necessary to compensate for the decrease in beam strength due to the through hole, a technique for attaching a reinforcing hardware made of a steel plate or the like around the through hole has been proposed. ing.

図3は特許文献1に開示された補強金物及び補強構造を示す。この補強金物9は、有孔梁1の一方の側面に当てがわれて貫通孔11の周囲を補強する垂直板部91と、有孔梁1の下面を補強する水平板部92とからなるL字形の部材で、垂直板部91には貫通孔11と略合致する開口93が形成されている。垂直板部91は、多数のビス94や釘によって有孔梁11に固定される。
特開2003−176601号公報
FIG. 3 shows the reinforcing hardware and the reinforcing structure disclosed in Patent Document 1. The reinforcement metal 9 is applied to one side surface of the perforated beam 1 and is composed of a vertical plate portion 91 that reinforces the periphery of the through hole 11 and a horizontal plate portion 92 that reinforces the lower surface of the perforated beam 1. The vertical plate portion 91 is formed with an opening 93 that substantially matches the through hole 11. The vertical plate portion 91 is fixed to the perforated beam 11 by a large number of screws 94 and nails.
JP 2003-176601 A

上記のように、鋼板製の補強金物を多数のビスや釘で有孔梁の側面に取り付ける補強構造は、鋼板に形成されたビス挿通孔とビスとの間に若干のクリアランスがあるために、有孔梁が外力を受けて変形するとき、応力が木材からビス、ビスから鋼板へと伝達する過程で応力伝達の遅れが生じる。また、ビス挿通孔とビスとが点接触に近い接触状態であることから、応力が十分に伝達されない可能性もある。   As mentioned above, the reinforcement structure that attaches steel plate reinforcement hardware to the side of the perforated beam with a large number of screws and nails has a slight clearance between the screw insertion hole formed in the steel plate and the screw. When a perforated beam is deformed by an external force, a stress transmission delay occurs in the process of transmitting stress from wood to screws and from screws to steel plates. Further, since the screw insertion hole and the screw are in a contact state close to point contact, there is a possibility that the stress is not sufficiently transmitted.

そこで本発明は、有孔梁が変形する際の応力が確実に伝達されて、高い強度を発揮し得る補強金物と、その補強金物を利用した有孔梁の補強構造を提案することを解決課題とする。   Thus, the present invention proposes to propose a reinforcing metal capable of exerting high strength by reliably transmitting stress when the perforated beam is deformed, and a perforated beam reinforcing structure using the reinforcing metal. And

上記した目的を達成するため、本発明の有孔梁の補強金物は、梁幅方向の貫通孔が形成されてなる有孔梁の側面に取り付けられて、上記貫通孔の周囲を補強する補強金物であって、貫通孔に対応する開口が形成された略平板状の補強側板と、上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側及び他側に突出する複数個の短筒部と、上記各短筒部の片側先端周縁部に形成された複数個の爪状突起とを具備することを特徴とする。 In order to achieve the above-described object, a reinforcing metal for a perforated beam according to the present invention is attached to a side surface of a perforated beam in which a through hole in the beam width direction is formed, and reinforces the periphery of the through hole. A substantially flat reinforcing side plate having an opening corresponding to the through hole, and a plurality of holes formed in the vicinity of the opening of the reinforcing side plate, respectively, and one side and the other side of the reinforcing side plate characterized by comprising a plurality of short cylindrical portion projecting, and a plurality of claw-like protrusion formed on one side the distal end periphery of each of the short tubular portion.

また、本発明の有孔梁の補強構造は、梁幅方向の貫通孔が形成されてなる有孔梁の側面に補強金物を取り付けて、上記貫通孔の周囲を補強する有孔梁の補強構造であって、上記補強金物は、貫通孔に対応する開口が形成された略平板状の補強側板と、上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側に突出する複数個の短筒部と、各短筒部の先端周縁部に形成された複数個の爪状突起とを具備し、有孔梁の少なくとも一方の側面に、貫通孔と補強側板の開口とを合致させて補強側板を当てがい、有孔梁の側面に形成した座ぐり孔に上記短筒部を嵌挿し、該座ぐり孔の中心に形成したボルト挿通孔に挿通されるボルト・ナットを介して補強金物と有孔梁とを梁幅方向に締結することにより、上記爪状突起を座ぐり孔の底面に食い込ませることを特徴とする。The perforated beam reinforcing structure of the present invention is a perforated beam reinforcing structure in which a reinforcing metal is attached to a side surface of a perforated beam in which a through hole in the beam width direction is formed, and the periphery of the through hole is reinforced. The reinforcing hardware is fixed to a substantially flat reinforcing side plate in which an opening corresponding to the through hole is formed and a plurality of holes formed in the vicinity of the opening of the reinforcing side plate, respectively. A plurality of short tube portions projecting on one side of the tube, and a plurality of claw-like protrusions formed on the peripheral edge of the tip of each short tube portion, and through holes and reinforcements on at least one side surface of the perforated beam The side plate is matched with the opening of the side plate, the reinforcing side plate is applied, the short cylindrical portion is inserted into a counterbore formed on the side surface of the perforated beam, and inserted into a bolt insertion hole formed at the center of the counterbore. By fastening the reinforcing hardware and the perforated beam in the beam width direction via bolts and nuts, Characterized in that bite into the the bottom of the counterbore hole.

また、本発明の有孔梁の補強構造は、梁幅方向の貫通孔が形成されてなる有孔梁の側面に補強金物を取り付けて、上記貫通孔の周囲を補強する有孔梁の補強構造であって、上記補強金物は、貫通孔に対応する開口が形成された略平板状の補強側板と、上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側及び他側に突出する複数個の短筒部と、上記各短筒部の片側先端周縁部に形成された複数個の爪状突起とを具備し、有孔梁の少なくとも一方の側面に、貫通孔と補強側板の開口とを合致させて補強側板を当てがい、有孔梁の側面に形成した座ぐり孔に上記短筒部の片側を嵌挿し、該座ぐり孔の中心に形成したボルト挿通孔に挿通されるボルト・ナットを介して補強金物と有孔梁とを梁幅方向に締結することにより、上記爪状突起を座ぐり孔の底面に食い込ませることを特徴とする。 The perforated beam reinforcing structure of the present invention is a perforated beam reinforcing structure in which a reinforcing metal is attached to a side surface of a perforated beam in which a through hole in the beam width direction is formed, and the periphery of the through hole is reinforced. The reinforcing hardware is fixed to a substantially flat reinforcing side plate in which an opening corresponding to the through hole is formed, and a plurality of holes formed in the vicinity of the opening of the reinforcing side plate, respectively. a plurality of short cylindrical portion projecting on one side and the other side of, and and a plurality of claw-like protrusion formed on one side the distal end periphery of each of the short cylindrical portion, on at least one side of Yuanahari The through hole and the opening of the reinforcing side plate are matched and the reinforcing side plate is applied, and one side of the short cylindrical portion is inserted into the counterbore formed on the side surface of the perforated beam, and formed at the center of the counterbore hole. via bolts and nuts that are inserted into the bolt insertion holes for fastening the reinforcing hardware and Yuanahari in Ryohaba direction And by, characterized in that bite into the claw-like protrusions on the bottom of the counterbore hole.

上述のように構成される有孔梁の補強金物及び補強構造は、補強側板の片側に突出した短筒部が有孔梁の側面に形成された座ぐり孔に嵌挿されて、座ぐり孔に対し面接触に近い状態となるので、有孔梁の変形に対して優れた応力伝達効果を発揮する。   The reinforcing metal and the reinforcing structure of the perforated beam configured as described above are formed by inserting a short cylindrical portion protruding on one side of the reinforcing side plate into a counterbore formed on the side surface of the perforated beam, On the other hand, since it is in a state close to surface contact, it exhibits an excellent stress transmission effect against deformation of the perforated beam.

また、短筒部の先端周縁部に形成された爪状突起が有孔梁に喰い込むので、有孔梁の初期変形に対しても高い剛性を発揮する。   In addition, since the claw-like projections formed on the peripheral edge of the tip of the short cylinder part bite into the perforated beam, high rigidity is exhibited even with respect to the initial deformation of the perforated beam.

このような作用によって有孔梁の強度を増すことが可能になるから、必要以上に有孔梁の断面寸法を大きくしなくても済み、設計自由度や経済性の向上に寄与する。   Since the strength of the perforated beam can be increased by such an action, it is not necessary to increase the cross-sectional dimension of the perforated beam more than necessary, which contributes to improvement in design freedom and economy.

以下、本発明の実施の形態について図を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は本発明の補強金物及び補強構造の概要を示す斜視図であり、図2は補強金物と有孔梁との締結状態を示す部分断面図である。   FIG. 1 is a perspective view showing an outline of a reinforcing hardware and a reinforcing structure of the present invention, and FIG. 2 is a partial sectional view showing a fastening state between the reinforcing hardware and a perforated beam.

有孔梁1は矩形断面を有し、配管のための貫通孔11が幅方向に形成されている。例示形態において想定している貫通孔11の内径は十数cmである。この貫通孔11の周囲に補強金物2が取り付けられる。   The perforated beam 1 has a rectangular cross section, and a through hole 11 for piping is formed in the width direction. The inner diameter of the through hole 11 assumed in the exemplary embodiment is several tens of centimeters. A reinforcement metal 2 is attached around the through hole 11.

補強金物2は、厚さ数mm程度の鋼板やステンレス鋼板等からなる略平板状の補強側板21を備える。この補強側板21には、貫通孔11に対応する正面視略U字形の開口22が形成されている。開口22の周囲には複数個(例示形態では4個)の孔部が形成され、各孔部に鋼製の中空筒状部材が嵌挿されて補強側板21と溶接固着されることにより、複数箇所の短筒部23が設けられている。短筒部23は、外径が30〜50mm程度で、先端側すなわち有孔梁1の側面に当てがわれる側が補強側板21から10〜20mm程度突出し、その反対の後端側は補強側板21から数mm程度突出するように取り付けられている。有孔梁1に当てがわれる側の短筒部23の先端周縁部には、ジベル状の鋭利な爪状突起24が数個ずつ形成されている。   The reinforcing hardware 2 includes a substantially flat reinforcing side plate 21 made of a steel plate or a stainless steel plate having a thickness of several millimeters. The reinforcing side plate 21 is formed with a substantially U-shaped opening 22 in front view corresponding to the through hole 11. A plurality of (four in the illustrated form) hole portions are formed around the opening 22, and a plurality of hollow portions made of steel are inserted into each hole portion and welded to the reinforcing side plate 21. The short cylinder part 23 of the location is provided. The short cylindrical portion 23 has an outer diameter of about 30 to 50 mm, the tip side, that is, the side applied to the side surface of the perforated beam 1 protrudes from the reinforcing side plate 21 by about 10 to 20 mm, and the opposite rear end side from the reinforcing side plate 21. It is attached to protrude about several mm. Several sharp dowel-like claw-like projections 24 are formed on the peripheral edge of the tip of the short cylindrical portion 23 on the side that is applied to the perforated beam 1.

補強金物2を有孔梁1の側面に取り付けるに際しては、予め有孔梁1の側面に、短筒部23を嵌挿するための座ぐり孔12と、その中心を梁幅方向に貫通するボルト挿通孔13を形成しておく。座ぐり孔12の深さは、短筒部23の先端側の突出寸法(爪状突起24の分を除く)と同程度である。そして、有孔梁1の側面に補強金物2を当てがい、短筒部23を座ぐり孔12に嵌め込む。短筒部23を軽くハンマーで叩くなどして爪状突起24を座ぐり孔12の底面に突き刺すと、補強金物1が仮止めされる。続いて図2に示すように、有孔梁1の反対側の側面からボルト挿通孔13にボルト3を挿通し、短筒部23の後端から露出したボルト3の脚端にナット4を締結すると、補強金物2と有孔梁1とが一体に結合される。   When attaching the reinforcing hardware 2 to the side surface of the perforated beam 1, a counterbore hole 12 for inserting the short cylindrical portion 23 into the side surface of the perforated beam 1 in advance, and a bolt penetrating the center in the beam width direction The insertion hole 13 is formed. The depth of the counterbore 12 is approximately the same as the protruding dimension (excluding the claw-like protrusion 24) on the distal end side of the short cylindrical portion 23. Then, the reinforcing hardware 2 is applied to the side surface of the perforated beam 1, and the short cylindrical portion 23 is fitted into the counterbore 12. When the claw-like protrusion 24 is pierced into the bottom surface of the counterbore hole 12 by lightly hitting the short cylinder portion 23 with a hammer or the like, the reinforcing hardware 1 is temporarily fixed. Next, as shown in FIG. 2, the bolt 3 is inserted into the bolt insertion hole 13 from the opposite side surface of the perforated beam 1, and the nut 4 is fastened to the leg end of the bolt 3 exposed from the rear end of the short tube portion 23. Then, the reinforcing hardware 2 and the perforated beam 1 are integrally coupled.

なお、図2に示した実施形態では、有孔梁1の反対側の側面にボルト3の頭部が突出するのを避けるため、頭部の平らな片引きボルトを採用し、有孔梁1の反対側の側面に形成した座ぐり孔14に片引きボルトの頭部を納めている。もちろん、一般的な六角ボルトも利用可能である。図2中の符号51、52は座金である。   In the embodiment shown in FIG. 2, in order to prevent the head of the bolt 3 from projecting on the side surface opposite to the perforated beam 1, a flat pulling bolt on the head is adopted. The head of the pulling bolt is housed in a counterbore 14 formed on the side surface on the opposite side. Of course, general hexagon bolts can also be used. Reference numerals 51 and 52 in FIG. 2 are washers.

このように構成される補強構造によれば、ボルト3・ナット4の締結により、短筒部23の先端周縁部に形成された爪状突起24が有孔梁1に対して強固に喰い込む。食い込んだ爪状突起24は、有孔梁1が外力を受けたときの初期変形に対して速やかに剛性を発揮する。   According to the reinforcing structure configured in this manner, the claw-like protrusions 24 formed at the peripheral edge of the tip of the short cylinder portion 23 firmly bite into the perforated beam 1 by fastening the bolt 3 and the nut 4. The nail-like protrusions 24 that have digged in quickly exhibit rigidity against initial deformation when the perforated beam 1 receives an external force.

また、補強金物2の短筒部23は有孔梁1の側面に形成された座ぐり孔12内に埋め込まれて、短筒部23の外周面と座ぐり孔12の内周面とが面的に接触するので、有孔梁1の曲げ変形や剪断変形による応力は、ダイレクトに短筒部23から補強側板21へと伝達される。座ぐり孔12内に埋め込まれた短筒部23は、いわば鋼材とコンクリートとの一体的結合を図るために使用されるスタッド(シャーコネクタ)と同様の作用をなすのである。座ぐり孔12の内径は、短筒部23をきっちりと嵌挿しうるような寸法が望ましいが、座ぐり孔12と短筒部23の間に多少の遊びがあっても、有孔梁1に所定量の変形が生じた時点で上記の応力伝達は確実に行われる。   Further, the short cylindrical portion 23 of the reinforcing metal piece 2 is embedded in a counterbore 12 formed on the side surface of the perforated beam 1, and the outer peripheral surface of the short cylindrical portion 23 and the inner peripheral surface of the counterbore hole 12 are surfaces. Therefore, the stress due to bending deformation or shear deformation of the perforated beam 1 is directly transmitted from the short tube portion 23 to the reinforcing side plate 21. The short cylindrical portion 23 embedded in the counterbore 12 performs the same function as a stud (shear connector) used to integrally connect steel and concrete. The inner diameter of the counterbore hole 12 is preferably a dimension that allows the short tube portion 23 to be fitted and fitted, but even if there is some play between the counterbore hole 12 and the short tube portion 23, the perforated beam 1 When the predetermined amount of deformation occurs, the above-described stress transmission is reliably performed.

ところで、上記実施形態では、短筒部23の後端が補強側板21から数mm突出するように構成されている。短筒部23の後端は、例えば補強側板21と面一に仕上がるように形成されていてもよいが、後端を補強側板21から僅かに突出させることにより、以下のようなメリットが生じる。   By the way, in the said embodiment, it is comprised so that the rear end of the short cylinder part 23 may protrude several mm from the reinforcement side plate 21. FIG. Although the rear end of the short cylinder part 23 may be formed, for example, so as to be flush with the reinforcing side plate 21, the following advantages are obtained by slightly projecting the rear end from the reinforcing side plate 21.

第一には、短筒部23と補強側板21とを溶接し易くなる点である。もし、有孔梁1に当てがわれる面から短筒部23と補強側板21とを溶接すると、溶接の肉盛りが、補強側板21を有孔梁1に当てがうときの邪魔になるので好ましくない。しかし、反対側から溶接すれば、溶接の肉盛り(図2中の符号6)が有孔梁1の側面に干渉しないので、短筒部23の外周全体にわたって十分かつ確実に溶接を行うことができる。   First, it is easy to weld the short tube portion 23 and the reinforcing side plate 21. If the short cylindrical portion 23 and the reinforcing side plate 21 are welded from the surface applied to the perforated beam 1, it is preferable because the build-up of the welding becomes an obstacle when the reinforcing side plate 21 is applied to the perforated beam 1. Absent. However, if welding is performed from the opposite side, the weld overlay (reference numeral 6 in FIG. 2) does not interfere with the side surface of the perforated beam 1, so that the entire outer periphery of the short cylindrical portion 23 can be welded sufficiently and reliably. it can.

第二に、有孔梁1に補強金物2を当てがって締結する際、短筒部23の後端が突出していると、ボルト3・ナット4の締結力がダイレクトに短筒部23に作用する点である。これにより、爪状突起24を有孔梁1に対して深くしっかりと食い込ませることができる。   Secondly, when the reinforcing metal 2 is applied to the perforated beam 1 and fastened, if the rear end of the short tube portion 23 protrudes, the fastening force of the bolt 3 and nut 4 is directly applied to the short tube portion 23. It is a point that works. Thereby, the nail | claw-shaped processus | protrusion 24 can be made to bite deeply and firmly with respect to the perforated beam 1. FIG.

なお、本発明は、上記実施形態に限らず、対をなす補強金物2を有孔梁1の両側面に当てがって締結することもできる。また、補強金物2の形態については、例えば特許文献1に記載された補強金物9のように、開口22をU字形でなく円形にしてもよいし、補強側板21の下縁部に有孔梁1の下面を補強する水平板部を一体に形成してL字形にしたり、有孔梁1の貫通孔11に嵌め込まれる補強管と一体に形成してもよい。   The present invention is not limited to the above-described embodiment, and the pair of reinforcing hardware 2 can be applied to both side surfaces of the perforated beam 1 and fastened. As for the form of the reinforcing hardware 2, for example, as in the reinforcing hardware 9 described in Patent Document 1, the opening 22 may be circular instead of U-shaped, or a perforated beam may be formed at the lower edge of the reinforcing side plate 21. A horizontal plate portion that reinforces the lower surface of 1 may be integrally formed into an L shape, or may be formed integrally with a reinforcing tube that is fitted into the through hole 11 of the perforated beam 1.

本発明の実施形態に係る補強金物及び補強構造を示す斜視図である。It is a perspective view which shows the reinforcement metal hardware and reinforcement structure which concern on embodiment of this invention. 上記補強構造における補強金物と有孔梁との締結状態を示す部分断面図である。It is a fragmentary sectional view which shows the fastening state of the reinforcement metal hardware and perforated beam in the said reinforcement structure. 従来の技術に係る補強金物及び補強構造を示す斜視図である。It is a perspective view which shows the reinforcement metal hardware and reinforcement structure which concern on the prior art.

符号の説明Explanation of symbols

1 有孔梁
11 貫通孔
12 座ぐり孔
13 ボルト挿通孔
2 補強金物
21 補強側板
22 開口
23 短筒部
24 爪状突起
3 ボルト
4 ナット
DESCRIPTION OF SYMBOLS 1 Perforated beam 11 Through-hole 12 Counterbore hole 13 Bolt insertion hole 2 Reinforcement hardware 21 Reinforcement side plate 22 Opening 23 Short cylinder part 24 Claw-shaped protrusion 3 Bolt 4 Nut

Claims (3)

梁幅方向の貫通孔が形成されてなる有孔梁の側面に取り付けられて、上記貫通孔の周囲を補強する補強金物であって、
貫通孔に対応する開口が形成された略平板状の補強側板と、
上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側及び他側に突出する複数個の短筒部と、
上記各短筒部の片側先端周縁部に形成された複数個の爪状突起とを具備することを特徴とする有孔梁の補強金物。
Reinforced hardware that is attached to the side surface of a perforated beam formed with a through hole in the beam width direction and reinforces the periphery of the through hole,
A substantially flat reinforcing side plate in which an opening corresponding to the through hole is formed;
A plurality of short tube portions respectively fixed to a plurality of holes formed in the vicinity of the opening of the reinforcing side plate and projecting to one side and the other side of the reinforcing side plate;
Reinforcement hardware of Yuanahari, characterized in that it comprises a plurality of claw-like protrusion formed on one side the distal end periphery of each of the short tubular portion.
梁幅方向の貫通孔が形成されてなる有孔梁の側面に補強金物を取り付けて、上記貫通孔の周囲を補強する有孔梁の補強構造であって、A reinforcing structure for a perforated beam in which a reinforcing metal is attached to a side surface of a perforated beam in which a through hole in the beam width direction is formed, and the periphery of the through hole is reinforced,
上記補強金物は、貫通孔に対応する開口が形成された略平板状の補強側板と、上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側に突出する複数個の短筒部と、各短筒部の先端周縁部に形成された複数個の爪状突起とを具備し、The reinforcing hardware is fixed to a substantially flat reinforcing side plate having an opening corresponding to the through hole and a plurality of holes formed in the vicinity of the opening of the reinforcing side plate, and protrudes to one side of the reinforcing side plate. A plurality of short tube portions, and a plurality of claw-like projections formed at the peripheral edge of each short tube portion,
有孔梁の少なくとも一方の側面に、貫通孔と補強側板の開口とを合致させて補強側板を当てがい、有孔梁の側面に形成した座ぐり孔に上記短筒部を嵌挿し、該座ぐり孔の中心に形成したボルト挿通孔に挿通されるボルト・ナットを介して補強金物と有孔梁とを梁幅方向に締結することにより、上記爪状突起を座ぐり孔の底面に食い込ませることを特徴とする有孔梁の補強構造。The through hole and the opening of the reinforcing side plate are aligned with at least one side surface of the perforated beam, the reinforcing side plate is applied, and the short cylindrical portion is inserted into a counterbore hole formed on the side surface of the perforated beam. By tightening the reinforcing hardware and the perforated beam in the beam width direction via bolts and nuts that are inserted into the bolt insertion holes formed at the center of the counterbore, the claw-shaped protrusions are bitten into the bottom surface of the counterbore. A reinforcing structure for perforated beams, characterized by that.
梁幅方向の貫通孔が形成されてなる有孔梁の側面に補強金物を取り付けて、上記貫通孔の周囲を補強する有孔梁の補強構造であって、
上記補強金物は、貫通孔に対応する開口が形成された略平板状の補強側板と、上記補強側板の開口の近傍に形成された複数個の孔部にそれぞれ固着されて補強側板の片側及び他側に突出する複数個の短筒部と、上記各短筒部の片側先端周縁部に形成された複数個の爪状突起とを具備し、
有孔梁の少なくとも一方の側面に、貫通孔と補強側板の開口とを合致させて補強側板を当てがい、有孔梁の側面に形成した座ぐり孔に上記短筒部の片側を嵌挿し、該座ぐり孔の中心に形成したボルト挿通孔に挿通されるボルト・ナットを介して補強金物と有孔梁とを梁幅方向に締結することにより、上記爪状突起を座ぐり孔の底面に食い込ませることを特徴とする有孔梁の補強構造。
A reinforcing structure for a perforated beam in which a reinforcing metal is attached to a side surface of a perforated beam in which a through hole in the beam width direction is formed, and the periphery of the through hole is reinforced,
The reinforcing hardware includes a substantially flat reinforcing plate having an opening formed corresponding to the through hole, one side and the other reinforcing plate being secured respectively to a plurality of holes formed in the vicinity of the opening of the reinforcing plate comprising a plurality of short cylindrical portion projecting to the side, and a plurality of claw-like protrusion formed on one side the distal end periphery of each of the short cylindrical portion,
At least one side surface of the perforated beam is fitted with the through hole and the opening of the reinforcing side plate so that the reinforcing side plate is applied, and one side of the short tube portion is inserted into a counterbore formed on the side surface of the perforated beam By tightening the reinforcing metal and the perforated beam in the beam width direction via bolts and nuts inserted through the bolt insertion hole formed at the center of the counterbore hole, the claw-like projections are formed on the bottom surface of the counterbore hole. reinforcing structure Yuanahari characterized in that bite into.
JP2006014621A 2006-01-24 2006-01-24 Reinforcing hardware and structure of perforated beams Expired - Fee Related JP4438751B2 (en)

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