JP2007138449A - Beam through hole reinforcing structure - Google Patents
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- JP2007138449A JP2007138449A JP2005330745A JP2005330745A JP2007138449A JP 2007138449 A JP2007138449 A JP 2007138449A JP 2005330745 A JP2005330745 A JP 2005330745A JP 2005330745 A JP2005330745 A JP 2005330745A JP 2007138449 A JP2007138449 A JP 2007138449A
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本発明は、梁貫通孔補強構造に関するものである。 The present invention relates to a beam through-hole reinforcing structure.
H形鋼やI形鋼などは、建築構造物の梁として広く用いられているが、このような梁においては、建築構造物内部に設けられた配管を通すための梁貫通孔を形成する場合がある。
その際、梁貫通孔を形成したことによる強度の低下を防ぐために、梁貫通孔に補強用の金具を取り付けることがある。
H-shaped steel, I-shaped steel, etc. are widely used as beams for building structures. In such beams, beam through-holes for passing piping provided inside the building structure are formed. There is.
At that time, in order to prevent a decrease in strength due to the formation of the beam through hole, a reinforcing metal fitting may be attached to the beam through hole.
金具の取り付け方法としては、溶接により金具と梁とを一体化する方法と、ボルト等の締結手段を用い、摩擦接合により金具と梁とを一体化する方法があるが、金具と梁を一体化に固定することができることから、溶接が用いられることが多い。 There are two methods for mounting the bracket: a method of integrating the bracket and the beam by welding, and a method of integrating the bracket and the beam by friction bonding using fastening means such as bolts, but the bracket and the beam are integrated. In many cases, welding is used.
一方、溶接には発生する熱により金具や梁が変形することや、取り付けに技量を要するといった欠点もあるため、ボルト接合を用いる場合もあり、以下のようなものが知られている(特許文献1)。
しかしながら従来のボルト接合の場合、摩擦接合では梁と金具を完全に一体化させることが困難で、また梁貫通孔と金具の間、もしくはボルト軸部とボルト挿通孔周面の間に隙間が存在する。
そのため、梁に地震等の荷重による応力が作用した場合、金具と梁の間にすべりが生じ、隙間の分だけ変形するまで金具に応力が伝達できないため、金具の補強効果を発揮することができないという問題がある。
従って、ボルトの本数を増やすなどして摩擦力を大きくしなければならず、コストが増大し、作業効率が悪化していた。
However, in the case of conventional bolted joints, it is difficult to completely integrate the beam and metal fitting by friction welding, and there is a gap between the beam through hole and the metal fitting, or between the bolt shaft and the bolt insertion hole peripheral surface. To do.
Therefore, when stress due to a load such as an earthquake acts on the beam, a slip occurs between the bracket and the beam, and the stress cannot be transmitted to the bracket until it is deformed by the gap, so the reinforcement effect of the bracket cannot be exhibited. There is a problem.
Therefore, the frictional force has to be increased by increasing the number of bolts, which increases costs and deteriorates work efficiency.
本発明は、このような問題に鑑みてなされたもので、その目的はボルト接合の場合であっても、金具の補強効果を発揮することができる梁貫通孔補強構造を提供することにある。 This invention is made | formed in view of such a problem, The objective is to provide the beam through-hole reinforcement structure which can exhibit the reinforcement effect of a metal fitting even in the case of bolt joining.
前述した目的を達成するために、第1の発明は、鉄骨梁のウェブに穿設された梁貫通孔を補強する補強金具であって、前記梁を挟み込むように設けた第1の金具と第2の金具よりなり、前記第1の金具は、略中央に貫通孔を有するリング状で、リング本体と、前記リング本体の外周に設けられ、前記リング本体より薄肉なフランジ部と、前記リング本体と前記フランジ部との間に設けられたテーパ部と、前記フランジ部に設けられた、締結手段の挿通する締結手段挿通孔と、を有し、前記第2の金具はリング状で、前記第1の金具の前記テーパ部の内周より大きく外周より小さい貫通孔と、前記内周側に設けられ、前記第1の金具のテーパ部に接触する略台形状の凸部と、前記第1の金具の締結手段挿通孔と相対する締結手段挿通孔と、を有することを特徴とする梁貫通孔補強金具。である。 In order to achieve the above-mentioned object, a first invention is a reinforcing metal fitting for reinforcing a beam through hole formed in a steel beam web, the first metal fitting provided so as to sandwich the beam, and a first metal fitting. The first metal fitting is in a ring shape having a through hole in the substantially center, and is provided on the outer periphery of the ring main body, the outer periphery of the ring main body, and a flange portion thinner than the ring main body, and the ring main body And a taper portion provided between the flange portion and a fastening means insertion hole provided in the flange portion, through which the fastening means is inserted, wherein the second fitting is in a ring shape, A through hole that is larger than the inner circumference of the taper portion of the first metal fitting and smaller than the outer circumference; a substantially trapezoidal convex portion provided on the inner circumference side that contacts the taper portion of the first metal fitting; A fastening means insertion hole opposite to the fastening means insertion hole of the metal fitting. Beam through hole reinforcing bracket, characterized in Rukoto. It is.
第2の発明は、鉄骨梁のウェブに穿設された梁貫通孔の周囲に設けられ、前記梁貫通孔を補強する梁貫通孔補強構造であって、前記梁を挟み込むように設けた第1の金具と第2の金具よりなり、前記第1の金具は、そのリング本体が梁貫通孔に挿通され、前記第2の金具は、その凸部が前記梁貫通孔の縁部と前記第1の金具のテーパ部とに接触するように、前記第1の金具と前記第2の金具と前記梁のウェブとに設けられた互いに相対する締結手段挿通孔を挿通する締結手段により締結したことを特徴とする梁貫通孔補強構造である。 A second invention is a beam through-hole reinforcing structure that is provided around a beam through-hole formed in a steel beam web and reinforces the beam through-hole, and is provided so as to sandwich the beam. The ring body of the first metal fitting is inserted into the beam through-hole, and the convex portion of the second metal fitting is connected to the edge of the beam through-hole and the first metal fitting. Fastening by fastening means that pass through mutually opposing fastening means insertion holes provided in the first metal fitting, the second metal fitting, and the web of the beam so as to come into contact with the taper portion of the metal fitting. This is a beam through-hole reinforcing structure.
第3の発明は、鉄骨梁のウェブに穿設された梁貫通孔の周囲に設けられ、前記梁貫通孔を補強する、リング状の補強金具であって、リング本体と、前記本体の略中央部に設けられた貫通孔と、前記リング本体の外周に設けられ、前記リング本体より薄肉状のフランジ部と、前記リング本体と前記フランジ部の間に設けられたテーパ部と、前記フランジ部に設けられた締結手段の挿通する締結手段挿通孔と、前記フランジ部に設けられた突起と、からなり、前記突起が前記梁のウェブにくい込み、前記テーパ部が前記梁貫通孔の縁部に接触することを特徴とする梁貫通孔補強金具である。 A third invention is a ring-shaped reinforcing metal fitting provided around a beam through hole formed in a steel beam web and reinforcing the beam through hole, the ring main body, and a substantially center of the main body. A through-hole provided in a portion, a flange portion provided on an outer periphery of the ring body, thinner than the ring body, a tapered portion provided between the ring body and the flange portion, and the flange portion. The fastening means insertion hole through which the provided fastening means is inserted and a protrusion provided in the flange portion, the protrusion is inserted into the web of the beam, and the taper portion contacts the edge of the beam through hole This is a beam through-hole reinforcing metal fitting.
第4の発明は、鉄骨梁のウェブに穿設された梁貫通孔の周囲に設けられ、前記梁貫通孔を補強する梁貫通孔補強構造であって、梁貫通孔補強金具と、前記梁貫通孔補強金具と、前記梁のウェブとに設けられた、互いに相対する締結手段挿通孔を挿通する締結手段と、からなり、前記梁貫通孔補強金具は、リング本体と、前記リング本体の外周に設けられたフランジ部と、前記リング本体と前記フランジ部の間に設けられたテーパ部と、前記フランジ部の前記梁のウェブと相対する面に設けられた突起と、を有し、前記梁貫通孔補強金具は、前記リング本体が前記梁貫通孔に挿通され、前記フランジ部と前記梁のウェブとに設けられた互いに相対する締結手段挿通孔を挿通する締結手段により締結され、前記突起が前記梁のウェブにくい込み、前記テーパ部が前記梁貫通孔の縁部に接触することを特徴とする梁貫通孔補強構造である。 A fourth invention is a beam through-hole reinforcing structure provided around a beam through-hole drilled in a steel beam web, which reinforces the beam through-hole, and includes a beam through-hole reinforcing bracket and the beam through-hole. A hole reinforcing bracket, and a fastening means provided in the web of the beam and passing through mutually opposing fastening means insertion holes. The beam through-hole reinforcing bracket is formed on a ring body and an outer periphery of the ring body. A flange portion provided; a taper portion provided between the ring body and the flange portion; and a protrusion provided on a surface of the flange portion that faces the web of the beam, the beam penetrating The hole reinforcing metal fitting is fastened by fastening means for inserting the ring main body through the beam through hole, and passing through mutually opposing fastening means insertion holes provided in the flange portion and the web of the beam, and the protrusion is The web of the beam is difficult A beam through hole reinforcing structure, characterized in that the serial tapered portion comes into contact with the edge of the beam through holes.
本発明によれば、ボルト接合の場合であっても金具の補強効果を発揮することができる梁貫通孔補強構造を提供することができるため、梁貫通孔補強構造のコストと取り付けの際の作業効率が改善される。 According to the present invention, it is possible to provide a beam through-hole reinforcing structure capable of exerting the reinforcement effect of the metal fittings even in the case of bolt joining. Efficiency is improved.
以下、図面に基づいて本発明に好適な実施形態を詳細に説明する。図1は、本実施形態に係る梁貫通孔補強構造1を構成する第1の金具としての梁貫通孔補強金具2を示す断面図であって、図2は図1のA方向矢視図、図3は図1のB方向矢視図である。 DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail based on the drawings. FIG. 1 is a cross-sectional view showing a beam through-hole reinforcing metal fitting 2 as a first metal fitting constituting the beam through-hole reinforcing structure 1 according to the present embodiment, and FIG. 2 is a view in the direction of arrow A in FIG. FIG. 3 is a view in the direction of arrow B in FIG.
さらに、図4は、本実施形態に係る梁貫通孔補強構造1を構成する第2の金具としての梁貫通孔補強金具31を示す断面図であって、図5は図4のC方向矢視図、図6は図4のD方向矢視図である。 4 is a cross-sectional view showing a beam through-hole reinforcing metal fitting 31 as a second metal fitting constituting the beam through-hole reinforcing structure 1 according to this embodiment, and FIG. 5 is a view in the direction of the arrow C in FIG. 6 and 6 are views in the direction of arrow D in FIG.
図1〜図3に示すように、梁貫通孔補強金具2はリング状の形状を有しており、リング本体3にはテーパ部5が設けられている。
またリング本体3の外周にはフランジ部6が設けられており、フランジ部6にはボルト挿通孔9a、9b、9c、9dが設けられている。
As shown in FIGS. 1 to 3, the beam through-hole reinforcing metal fitting 2 has a ring shape, and the ring body 3 is provided with a
Further, a flange portion 6 is provided on the outer periphery of the ring body 3, and
リング本体3およびテーパ部5の略中央には貫通孔7が設けられている。
A through
図4〜図6に示すように、梁貫通孔補強金具31はリング状の形状を有しており、リング本体33の外周近傍にはボルト挿通孔39a、39b、39c、39dが設けられ、リング本体33の略中央には貫通孔37が設けられている。 As shown in FIGS. 4 to 6, the beam through-hole reinforcing metal fitting 31 has a ring shape, and bolt insertion holes 39 a, 39 b, 39 c, 39 d are provided in the vicinity of the outer periphery of the ring main body 33. A through hole 37 is provided in the approximate center of the main body 33.
また、貫通孔37の内周側には凸部が設けられ、凸部には梁補強金具1のテーパ部5と接触する接触部39と、梁貫通孔17の縁部21に接触するテーパ部35が設けられている。
In addition, a convex portion is provided on the inner peripheral side of the through hole 37, and the convex portion has a contact portion 39 that contacts the
次に、梁貫通孔補強金具2および梁貫通孔補強金具31を用いた梁貫通孔補強構造1の構造について説明する。図7は梁貫通孔補強構造1が設けられる前の梁11を示す平面図であって、図8は図7のE−E断面図である。
Next, the structure of the beam through-hole reinforcing structure 1 using the beam through-hole reinforcing bracket 2 and the beam through-hole reinforcing bracket 31 will be described. FIG. 7 is a plan view showing the
また、図9は梁貫通孔補強構造1が設けられた梁11を示す平面図であって、図10は図9の裏面図である。
さらに、図11は図9のF−F断面図であって、図12は図9のG−G拡大断面図である。
また、図13〜図15はテーパ部35および接触部39の変形例である。
9 is a plan view showing the
Further, FIG. 11 is a cross-sectional view taken along line FF in FIG. 9, and FIG. 12 is an enlarged cross-sectional view taken along line GG in FIG.
13 to 15 are modifications of the tapered portion 35 and the contact portion 39.
図7および図8に示すように、梁11はウェブ13の両端にフランジ15a、15bを有するH形鋼であり、ウェブ13には梁貫通孔17が設けられている。
As shown in FIGS. 7 and 8, the
図9〜図11に示すように、梁貫通孔補強構造1は、梁貫通孔補強金具2と梁貫通孔補強金具31が梁貫通孔17を挟み込む構造を有しており、梁貫通孔補強金具2と梁貫通孔補強金具31はボルト挿通孔に挿通された高力ボルト19a、19b、19c、19dによって互いに締結されている。 As shown in FIGS. 9 to 11, the beam through-hole reinforcing structure 1 has a structure in which the beam through-hole reinforcing bracket 2 and the beam through-hole reinforcing bracket 31 sandwich the beam through-hole 17. 2 and the beam through-hole reinforcing metal fitting 31 are fastened to each other by high-strength bolts 19a, 19b, 19c, and 19d inserted through the bolt insertion holes.
ここで、図12に示すように、梁貫通孔補強金具31の接触部39は、梁貫通孔補強金具2のテーパ部5と接触している。
また、梁貫通孔補強金具31のテーパ部35は、貫通孔17の縁部21と接触している。
Here, as shown in FIG. 12, the contact portion 39 of the beam through-hole reinforcing bracket 31 is in contact with the
Further, the taper portion 35 of the beam through-hole reinforcing bracket 31 is in contact with the
即ち、接触部39が、テーパ部5と接触することにより、梁貫通孔補強金具2と梁貫通孔17の間に生じる隙間を埋めており、テーパ部35が梁貫通孔17の縁部21と接触することにより、梁貫通孔補強構造1と梁11は隙間なく密着する。
That is, the contact portion 39 is in contact with the
従って、ボルト接合であっても梁貫通孔補強構造1と梁11とを隙間なく接触させることができ、金具の補強効果を発揮することができる。
Therefore, the beam through-hole reinforcement structure 1 and the
なお、テーパ部35の形状は、縁部21と接触可能な形状であればテーパ形状に限定されるものではなく、例えば、図13に示す梁貫通孔補強金具31aのように、R部35bを代わりに設けてもよい。
The shape of the taper portion 35 is not limited to the taper shape as long as the shape can contact the
また、接触部39の形状は、テーパ部5と接触する形状であれば何でもよく、例えば図14に示す接触部39aのような矩形形状でもよく、また図15に示す接触部39bのような、曲面を持った形状であってもよい。
Further, the shape of the contact portion 39 may be anything as long as it is in contact with the
このように、第1の実施形態によれば、梁貫通孔補強構造1が梁貫通孔補強金具2と梁貫通孔補強金具31を有し、梁貫通孔補強金具31の接触部39が、梁貫通孔補強金具2のテーパ部5と接触し、梁貫通孔補強金具31のテーパ部35と梁貫通孔17の縁部21が接触している。
Thus, according to the first embodiment, the beam through-hole reinforcing structure 1 has the beam through-hole reinforcing bracket 2 and the beam through-hole reinforcing bracket 31, and the contact portion 39 of the beam through-hole reinforcing bracket 31 has the beam The
従って、ボルト接合であっても梁貫通孔補強構造1と梁11とを隙間なく密着させることができ、梁11に加えられた応力を効率よく梁貫通孔補強構造1に伝達することができる。
Therefore, the beam through-hole reinforcing structure 1 and the
次に、第2の実施形態について説明する。図16は第2の実施形態に係る梁貫通孔補強構造41を形成する金具としての梁貫通孔補強金具42を示す断面図であって、図17は図16のH方向矢視図である。また、図18は図16のI方向矢視図である。
なお第1の実施形態に係る梁貫通孔補強金具2と同様の機能を果たす要素には同一の番号を付し、説明を省略する。
Next, a second embodiment will be described. FIG. 16 is a cross-sectional view showing a beam through-hole reinforcing metal fitting 42 as a metal fitting forming the beam through-hole reinforcing structure 41 according to the second embodiment, and FIG. 17 is a view taken in the direction of the arrow H in FIG. FIG. 18 is a view taken in the direction of the arrow I in FIG.
In addition, the same number is attached | subjected to the element which fulfill | performs the function similar to the beam through-hole reinforcement metal fitting 2 which concerns on 1st Embodiment, and description is abbreviate | omitted.
第2の実施形態では、梁貫通孔補強構造41を形成する金具として、梁貫通孔補強金具2に突起43が設けられた梁貫通孔補強金具42のみを用いている。 In the second embodiment, only the beam through-hole reinforcing bracket 42 in which the projections 43 are provided on the beam through-hole reinforcing bracket 2 is used as the bracket that forms the beam through-hole reinforcing structure 41.
図16〜図18に示すように、梁貫通孔補強金具42の外周近傍にはフランジ部6が設けられ、フランジ部6には突起43が設けられている。
図17に示すように、突起43の形状は同心円状の刃状突起である。
As shown in FIGS. 16 to 18, a flange portion 6 is provided in the vicinity of the outer periphery of the beam through-hole reinforcing bracket 42, and a protrusion 43 is provided on the flange portion 6.
As shown in FIG. 17, the shape of the protrusion 43 is a concentric blade-like protrusion.
次に、梁貫通孔補強構造41の構造について説明する。
図19は梁貫通孔補強構造41が設けられた梁11を示す断面図であって、図20は高力ボルト19b付近の拡大断面図である。なお、梁11の形状は第1の実施形態と同様であるため、説明を省略する。
Next, the structure of the beam through-hole reinforcing structure 41 will be described.
FIG. 19 is a cross-sectional view showing the
図19に示すように、梁貫通孔補強金具42は高力ボルトによって梁11に締結され、梁貫通孔補強金具42と高力ボルトで梁貫通孔補強構造41を形成している。
As shown in FIG. 19, the beam through-hole reinforcing bracket 42 is fastened to the
ここで、図20に示すように、梁貫通孔補強金具42の突起43がウェブ13にくい込み、テーパ部5は梁貫通孔17の縁部21に接触している。
突起がくい込むことで、テーパ部5に接触する梁貫通孔17の精度誤差を吸収することができる。また突起がくい込むことで梁貫通孔補強金具42のずれを防止する効果もある。
このような構造にすることにより、ボルト接合であっても梁貫通孔補強金具41のテーパ部5と梁貫通孔17の縁部21とを隙間なく接触させることができ、金具の補強効果を発揮することができる。
Here, as shown in FIG. 20, the protrusion 43 of the beam through-hole reinforcing metal fitting 42 is not easily inserted into the
When the protrusion is inserted, the accuracy error of the beam through-hole 17 contacting the tapered
By adopting such a structure, the
このように、第2の実施形態によれば、梁貫通孔補強構造41を構成する梁貫通孔補強金具42がテーパ部5と突起41を有し、突起43が梁11のウェブ13にくい込み、テーパ部5は貫通孔17の縁部21に接触している。
従って、第1の実施形態と同様の効果を奏する。
Thus, according to the second embodiment, the beam through-hole reinforcing metal fitting 42 constituting the beam through-hole reinforcing structure 41 has the
Accordingly, the same effects as those of the first embodiment are obtained.
また、第2の実施の形態によれば、梁貫通孔補強構造41を構成する金具が、梁貫通孔補強金具42の1つのみであるため、コストおよび作業性に、より優れている。 In addition, according to the second embodiment, the number of metal fittings constituting the beam through-hole reinforcing structure 41 is only one of the beam through-hole reinforcing metal fittings 42, which is more excellent in cost and workability.
以上、添付図面を参照しながら、本発明の実施形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.
例えば、第1の実施の形態では梁貫通孔補強金具31は一体に形成されているが、複数に分割されていてもよい。 For example, in the first embodiment, the beam through-hole reinforcing metal fitting 31 is integrally formed, but may be divided into a plurality of parts.
1…………梁貫通孔補強構造
2…………梁貫通孔補強金具
3…………リング本体
5…………テーパ部
7…………貫通孔
9a………ボルト挿通孔
11………梁
13………ウェブ
15a……フランジ
17………梁貫通孔
19a……高力ボルト
21………縁部
31………梁貫通孔補強金具
33………リング本体
35………テーパ部
35a……R部
37………貫通孔
39………接触部
39a……ボルト挿通孔
40………接触部
40b……接触部
41………梁貫通孔補強構造
42………梁貫通孔補強金具
43………突起
DESCRIPTION OF SYMBOLS 1 ......... Beam through-hole reinforcement structure 2 ......... Beam through-hole reinforcement metal fitting 3 ......... Ring
Claims (4)
前記梁を挟み込むように設けた第1の金具と第2の金具よりなり、
前記第1の金具は、略中央に貫通孔を有するリング状で、
リング本体と、
前記リング本体の外周に設けられ、前記リング本体より薄肉なフランジ部と、
前記リング本体と前記フランジ部との間に設けられたテーパ部と、
前記フランジ部に設けられた、締結手段の挿通する締結手段挿通孔と、
を有し、
前記第2の金具はリング状で、
前記第1の金具の前記テーパ部の内周より大きく外周より小さい貫通孔と、
前記内周側に設けられ、前記第1の金具のテーパ部に接触する略台形状の凸部と、
前記第1の金具の締結手段挿通孔と相対する締結手段挿通孔と、
を有することを特徴とする梁貫通孔補強金具。 Reinforcing metal fittings that reinforce a beam through-hole drilled in a steel beam web,
A first metal fitting and a second metal fitting provided to sandwich the beam;
The first metal fitting is in the shape of a ring having a through hole substantially in the center,
The ring body,
Provided on the outer periphery of the ring body, a flange portion thinner than the ring body,
A taper portion provided between the ring body and the flange portion;
A fastening means insertion hole provided in the flange portion, through which the fastening means is inserted;
Have
The second metal fitting is ring-shaped,
A through hole larger than the inner periphery of the tapered portion of the first metal fitting and smaller than the outer periphery;
A substantially trapezoidal convex portion provided on the inner peripheral side and in contact with the tapered portion of the first metal fitting;
A fastening means insertion hole facing the fastening means insertion hole of the first metal fitting;
A beam through-hole reinforcing metal fitting characterized by having.
前記梁を挟み込むように設けた第1の金具と第2の金具よりなり、
前記第1の金具は、そのリング本体が梁貫通孔に挿通され、
前記第2の金具は、その凸部が前記梁貫通孔の縁部と前記第1の金具のテーパ部とに接触するように、前記第1の金具と前記第2の金具と前記梁のウェブとに設けられた互いに相対する締結手段挿通孔を挿通する締結手段により締結したことを特徴とする梁貫通孔補強構造。 A beam through-hole reinforcing structure that is provided around a beam through-hole drilled in a steel beam web and reinforces the beam through-hole,
A first metal fitting and a second metal fitting provided to sandwich the beam;
The ring body of the first metal fitting is inserted into the beam through hole,
The second metal fitting, the second metal fitting, and the beam web so that the convex portion thereof contacts the edge of the beam through hole and the taper portion of the first metal fitting. A beam through-hole reinforcing structure characterized by being fastened by fastening means that are inserted in mutually opposing fastening means insertion holes.
リング本体と、
前記本体の略中央部に設けられた貫通孔と、
前記リング本体の外周に設けられ、前記リング本体より薄肉状のフランジ部と、
前記リング本体と前記フランジ部の間に設けられたテーパ部と、
前記フランジ部に設けられた締結手段の挿通する締結手段挿通孔と、
前記フランジ部に設けられた突起と、
からなり、
前記突起が前記梁のウェブにくい込み、前記テーパ部が前記梁貫通孔の縁部に接触することを特徴とする梁貫通孔補強金具。 A ring-shaped reinforcing metal fitting provided around a beam through-hole drilled in a steel beam web and reinforcing the beam through-hole,
The ring body,
A through hole provided in a substantially central portion of the main body;
Provided on the outer periphery of the ring body, and a thinner flange portion than the ring body;
A taper portion provided between the ring body and the flange portion;
A fastening means insertion hole through which a fastening means provided in the flange portion is inserted;
A protrusion provided on the flange portion;
Consists of
The beam through-hole reinforcing metal fitting, wherein the projection is inserted into the web of the beam and the tapered portion contacts an edge of the beam through-hole.
梁貫通孔補強金具と、
前記梁貫通孔補強金具と、前記梁のウェブとに設けられた、互いに相対する締結手段挿通孔を挿通する締結手段と、
からなり、
前記梁貫通孔補強金具は、リング本体と、
前記リング本体の外周に設けられたフランジ部と、
前記リング本体と前記フランジ部の間に設けられたテーパ部と、
前記フランジ部の前記梁のウェブと相対する面に設けられた突起と、
を有し、
前記梁貫通孔補強金具は、前記リング本体が前記梁貫通孔に挿通され、前記フランジ部と前記梁のウェブとに設けられた互いに相対する締結手段挿通孔を挿通する締結手段により締結され、前記突起が前記梁のウェブにくい込み、前記テーパ部が前記梁貫通孔の縁部に接触することを特徴とする梁貫通孔補強構造。 A beam through-hole reinforcing structure that is provided around a beam through-hole drilled in a steel beam web and reinforces the beam through-hole,
Beam through-hole reinforcing bracket,
Fastening means that is provided in the beam through-hole reinforcing metal fitting and the web of the beam, and that passes through fastening means insertion holes that face each other;
Consists of
The beam through-hole reinforcing bracket includes a ring body,
A flange portion provided on the outer periphery of the ring body;
A taper portion provided between the ring body and the flange portion;
A protrusion provided on a surface of the flange portion facing the web of the beam;
Have
The beam through-hole reinforcing bracket is fastened by fastening means through which the ring body is inserted into the beam through-hole and through mutually opposing fastening means insertion holes provided in the flange portion and the web of the beam, A beam through-hole reinforcing structure characterized in that a protrusion is inserted into the web of the beam and the tapered portion contacts an edge of the beam through-hole.
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JP2010037757A (en) * | 2008-08-01 | 2010-02-18 | Yoshida Kogyo Kk | Beam reinforcing member |
CN105863293A (en) * | 2016-05-27 | 2016-08-17 | 华东建筑设计研究院有限公司 | Reinforcing node for hole in steel beam web |
JP2020143432A (en) * | 2019-03-04 | 2020-09-10 | センクシア株式会社 | Beam reinforcement structure and beam reinforcement method |
CN115158535A (en) * | 2022-08-19 | 2022-10-11 | 上海外高桥造船有限公司 | Deck beam closing plate structure and ship |
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JP2003232077A (en) * | 2001-12-04 | 2003-08-19 | Hitachi Metals Ltd | Beam reinforcing fixture and beam through hole reinforcing structure using the same |
JP2004176254A (en) * | 2002-11-22 | 2004-06-24 | Nippon Steel Corp | Fatigue crack repairing method, and splice plate used for the repairing method |
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JP2003232077A (en) * | 2001-12-04 | 2003-08-19 | Hitachi Metals Ltd | Beam reinforcing fixture and beam through hole reinforcing structure using the same |
JP2004176254A (en) * | 2002-11-22 | 2004-06-24 | Nippon Steel Corp | Fatigue crack repairing method, and splice plate used for the repairing method |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2010037757A (en) * | 2008-08-01 | 2010-02-18 | Yoshida Kogyo Kk | Beam reinforcing member |
CN105863293A (en) * | 2016-05-27 | 2016-08-17 | 华东建筑设计研究院有限公司 | Reinforcing node for hole in steel beam web |
JP2020143432A (en) * | 2019-03-04 | 2020-09-10 | センクシア株式会社 | Beam reinforcement structure and beam reinforcement method |
JP7272823B2 (en) | 2019-03-04 | 2023-05-12 | センクシア株式会社 | Beam reinforcement structure and beam reinforcement method |
CN115158535A (en) * | 2022-08-19 | 2022-10-11 | 上海外高桥造船有限公司 | Deck beam closing plate structure and ship |
CN115158535B (en) * | 2022-08-19 | 2024-01-19 | 上海外高桥造船有限公司 | Deck beam sealing plate structure and ship |
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