JP2020133312A - Beam through-hole reinforcing metal fitting and beam through-hole reinforcing structure - Google Patents

Beam through-hole reinforcing metal fitting and beam through-hole reinforcing structure Download PDF

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JP2020133312A
JP2020133312A JP2019030365A JP2019030365A JP2020133312A JP 2020133312 A JP2020133312 A JP 2020133312A JP 2019030365 A JP2019030365 A JP 2019030365A JP 2019030365 A JP2019030365 A JP 2019030365A JP 2020133312 A JP2020133312 A JP 2020133312A
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cylindrical portion
hole
metal fitting
reinforcing metal
main body
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JP6713606B1 (en
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真司 大田
Shinji Ota
真司 大田
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KOORIYOO KENHAN KK
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KOORIYOO KENHAN KK
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Abstract

To provide a beam through-hole reinforcing metal fitting that can improve workability more than the conventional one and stably reinforce a beam having a web on which a beam through-hole is formed.SOLUTION: A beam through-hole reinforcing metal fitting 1 comprises: a ring-shaped body part 10 whose both lateral faces 10a and 10b are parallel to each other; a first cylindrical portion 11 that cylindrically protrudes from one lateral face 10a of the body part 10 and has outer diameter OD1 smaller than outer diameter OD0 of the body part 10; and a second cylindrical portion 12 that cylindrically protrudes from the other lateral face 10b of the body part 10 and has outer diameter OD2 smaller than the outer diameter OD0 of the body part. A metal fitting through-hole 13 allowing the beam through-hole reinforcing metal fitting 1 to penetrate in a width direction is formed of an inside space of the body part 10, an inside space of the first cylindrical portion 11 and an inside space of the second cylindrical portion 12. The body part 10 is welded and fixed on one surface of the web in a state where the first cylindrical portion 11 or the second cylindrical portion 12 is inserted in the beam through-hole.SELECTED DRAWING: Figure 1

Description

本発明は、ウェブに貫通孔が形成された梁に取り付けられる梁貫通孔補強金具及びこれを用いた梁貫通孔補強構造に関する。 The present invention relates to a beam through hole reinforcing metal fitting attached to a beam having a through hole formed in a web and a beam through hole reinforcing structure using the same.

従来の梁貫通孔補強金具の一例として、特許文献1に記載された貫通孔補強部材が知られている。この貫通孔補強部材は、梁のウェブに形成された貫通孔をその周囲から取り囲む内周面を有するリング状に形成され、前記内周面で規定される内径(d)と前記貫通孔の孔径(dw)とがd>dw≧0.5dの関係を満たし、前記貫通孔周辺の梁部分を補強するために前記ウェブに溶接接合されて一体化される。 As an example of the conventional beam through-hole reinforcing metal fitting, the through-hole reinforcing member described in Patent Document 1 is known. The through hole reinforcing member is formed in a ring shape having an inner peripheral surface surrounding the through hole formed in the web of the beam from the periphery thereof, and has an inner diameter (d) defined by the inner peripheral surface and a hole diameter of the through hole. (Dw) satisfies the relationship of d> dw ≧ 0.5d, and is welded to and integrated with the web in order to reinforce the beam portion around the through hole.

特開2012−12798号公報Japanese Unexamined Patent Publication No. 2012-12798

前記貫通孔補強部材は、前記ウェブの片面に溶接されるため、前記ウェブの両面に溶接される場合に比べて施工性が良いとはいえる。しかし、前記貫通孔補強部材は前記貫通孔に対する位置合わせが容易ではない。また、溶接(接合)時に前記貫通孔補強部材の位置ずれが発生し、前記貫通孔補強部材の溶接位置(接合位置)のバラツキが大きくなるおそれがある。さらに、前記貫通孔の周縁部の補強が不十分になるおそれもある。このため、梁の補強を安定して行えないという課題がある。 Since the through-hole reinforcing member is welded to one side of the web, it can be said that the workability is better than that of welding to both sides of the web. However, it is not easy to align the through hole reinforcing member with respect to the through hole. Further, the position shift of the through hole reinforcing member may occur during welding (joining), and the variation in the welding position (joining position) of the through hole reinforcing member may increase. Further, the peripheral edge of the through hole may be insufficiently reinforced. Therefore, there is a problem that the beam cannot be reinforced stably.

そこで、本発明は、従来に比べて施工性を向上させることができ且つウェブに貫通孔が形成された梁の補強を安定して行うことのできる梁貫通孔補強金具及びこれを用いた梁貫通孔補強構造を提供することを目的とする。 Therefore, the present invention provides a beam through-hole reinforcing metal fitting capable of improving workability as compared with the conventional case and stably reinforcing a beam having a through hole formed in the web, and a beam penetration using the same. It is an object of the present invention to provide a hole reinforcing structure.

本発明の一側面によると、ウェブに梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具は、両側面が平行なリング状の本体部と、前記本体部の一方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第1円筒部と、前記本体部の他方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第2円筒部と、を有し、前記本体部の内側空間、前記第1円筒部の内側空間及び前記第2円筒部の内側空間によって前記梁貫通孔補強金具を幅方向に貫通する金具貫通孔が形成される。そして、前記梁貫通孔補強金具は、前記第1円筒部又は前記第2円筒部が前記梁貫通孔に挿入された状態で前記本体部が前記ウェブの片面に溶接固定されるように構成されている。 According to one aspect of the present invention, the beam through hole reinforcing metal fitting attached to a beam having a beam through hole formed in the web has a ring-shaped main body having parallel side surfaces and a cylindrical shape from one side of the main body. A first cylindrical portion having an outer diameter smaller than the outer diameter of the main body portion and a second cylindrical portion protruding from the other side surface of the main body portion in a cylindrical shape and having an outer diameter smaller than the outer diameter of the main body portion. It has a cylindrical portion, and a metal fitting through hole that penetrates the beam through hole reinforcing metal fitting in the width direction is formed by the inner space of the main body portion, the inner space of the first cylindrical portion, and the inner space of the second cylindrical portion. Will be done. The beam through hole reinforcing metal fitting is configured such that the main body portion is welded and fixed to one side of the web in a state where the first cylindrical portion or the second cylindrical portion is inserted into the beam through hole. There is.

本発明の他の側面によると、ウェブに梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具は、凸字状の断面を有するリング体として形成されている。前記梁貫通孔補強金具において、幅方向の中間部にて径方向外側に突出する環状突出部の両側面は平行である。そして、前記梁貫通孔補強金具は、前記環状突出部の一方の側方に位置する第1部位又は前記環状突出部の他方の側方に位置する第2部位が前記梁貫通孔に挿入された状態で環状突出部が前記ウェブの片面に溶接固定されるように構成されている。 According to another aspect of the present invention, the beam through hole reinforcing metal fitting attached to the beam having the beam through hole formed in the web is formed as a ring body having a convex cross section. In the beam through hole reinforcing metal fitting, both side surfaces of the annular protruding portion protruding outward in the radial direction at the intermediate portion in the width direction are parallel. Then, in the beam through hole reinforcing metal fitting, a first portion located on one side of the annular protrusion or a second portion located on the other side of the annular protrusion is inserted into the beam through hole. In the state, the annular protrusion is configured to be welded and fixed to one side of the web.

前記梁貫通孔補強金具は、前記第1円筒部若しくは前記第2円筒部又は前記第1部位若しくは前記第2部位が前記梁貫通孔に挿入された状態で前記本体部又は前記環状突出部が前記ウェブの片面に溶接固定されるように構成されている。このため、前記梁貫通孔に対する前記梁貫通孔補強金具の位置合わせが容易に行えると共に、溶接時における前記梁貫通孔補強金具の位置ずれが抑制されるので前記梁貫通孔補強金具の溶接位置(固定位置)のバラツキも抑制される。また、前記梁貫通孔の周縁部が前記本体部又は前記環状突出部によって覆われるので前記梁貫通孔の周縁部の補強も確実に行える。したがって、前記梁貫通孔補強金具によれば、従来に比べてその施工性が大幅に向上すると共にウェブに梁貫通孔が形成された梁の補強を安定して行うことができる。 In the beam through hole reinforcing metal fitting, the main body portion or the annular protrusion portion is said to be in a state where the first cylindrical portion or the second cylindrical portion or the first portion or the second portion is inserted into the beam through hole. It is configured to be welded and fixed to one side of the web. Therefore, the alignment of the beam through hole reinforcing metal fitting with respect to the beam through hole can be easily performed, and the displacement of the beam through hole reinforcing metal fitting during welding is suppressed, so that the welding position of the beam through hole reinforcing metal fitting ( The variation of the fixed position) is also suppressed. Further, since the peripheral edge portion of the beam through hole is covered by the main body portion or the annular protrusion portion, the peripheral edge portion of the beam through hole can be reliably reinforced. Therefore, according to the beam through-hole reinforcing metal fitting, the workability thereof is significantly improved as compared with the conventional case, and the beam having the beam through-hole formed in the web can be stably reinforced.

さらに、前記梁貫通孔補強金具は、ウェブの厚さなどに応じて前記第1円筒部若しくは前記第2円筒部又は前記第1部位若しくは前記第2部位が選択的に前記梁貫通孔に挿入され得るので、ウェブの厚さなどが異なる梁の補強に使用することも可能になる。 Further, in the beam through hole reinforcing metal fitting, the first cylindrical portion or the second cylindrical portion or the first portion or the second portion is selectively inserted into the beam through hole according to the thickness of the web or the like. Since it is obtained, it can be used to reinforce beams having different web thicknesses.

本発明の一実施形態に係る梁貫通孔補強金具の断面図である。It is sectional drawing of the beam through hole reinforcing metal fitting which concerns on one Embodiment of this invention. 図1のA視図である。It is A view of FIG. 図1のB視図である。It is a B view of FIG. 前記梁貫通孔補強金具の第1の使用態様の説明図であり、図4(A)は、第1の使用態様における梁の断面図であり、図4(B)は、図4(A)に示される前記梁に前記梁貫通孔補強金具が取り付けられた状態を示す断面図である。FIG. 4A is an explanatory view of a first usage mode of the beam through hole reinforcing metal fitting, FIG. 4A is a cross-sectional view of the beam in the first usage mode, and FIG. 4B is FIG. 4A. It is sectional drawing which shows the state in which the beam through hole reinforcing metal fitting is attached to the beam shown in 1. 前記梁貫通孔補強金具の第2の使用態様の説明図であり、図5(A)は、第2の使用態様における梁の断面図であり、図5(B)は、図5(A)に示される前記梁に前記梁貫通孔補強金具が取り付けられた状態を示す断面図である。FIG. 5A is an explanatory view of a second usage mode of the beam through hole reinforcing metal fitting, FIG. 5A is a cross-sectional view of the beam in the second usage mode, and FIG. 5B is FIG. 5A. It is sectional drawing which shows the state in which the beam through hole reinforcing metal fitting is attached to the beam shown in 1. 前記梁貫通孔補強金具の第3の使用態様の説明図であり、図6(A)は、第3の使用態様における梁の断面図であり、図6(B)は、図6(A)に示される前記梁に前記梁貫通孔補強金具が取り付けられた状態を示す断面図である。It is explanatory drawing of the 3rd use mode of the beam through hole reinforcing metal fitting, FIG. 6 (A) is a sectional view of the beam in 3rd use mode, and FIG. 6 (B) is FIG. 6 (A). It is sectional drawing which shows the state in which the beam through hole reinforcing metal fitting is attached to the beam shown in 1.

以下、添付図面を参照して本発明の実施形態について説明する。
本発明は、ウェブに円形の貫通孔(梁貫通孔)が形成されたH形鋼等からなる梁(鉄骨梁)に取り付けられて当該梁を補強する梁貫通孔補強金具を提供する。本発明による梁貫通孔補強金具は、主に建築構造用鋼材(例えば、SM材、SN材、STKR材)を用いて形成される。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.
The present invention provides a beam through-hole reinforcing metal fitting that is attached to a beam (steel frame beam) made of H-shaped steel or the like in which a circular through hole (beam through hole) is formed in the web to reinforce the beam. The beam through hole reinforcing metal fitting according to the present invention is mainly formed by using a building structural steel material (for example, SM material, SN material, STKR material).

図1は、本発明の一実施形態に係る梁貫通孔補強金具1の断面図であり、図2は、図1のA視図であり、図3は、図1のB視図である。図1〜図3に示されるように、本実施形態に係る梁貫通孔補強金具1は、矩形横断面を有するリング体の両側面のそれぞれに前記リング体の幅方向に延びる円筒部が付設された形態を有している。すなわち、本実施形態に係る梁貫通孔補強金具1は、両側面10a,10bが平行なリング状の本体部10と、本体部10の一方の側面10aから円筒状に突出した第1円筒部11と、本体部10の他方の側面10bから円筒状に突出した第2円筒部12と、を一体的に有している。なお、特に制限されないが、本実施形態に係る梁貫通孔補強金具1は、例えば鋼材ブロックを切削加工して製造され得る。 FIG. 1 is a cross-sectional view of a beam through-hole reinforcing metal fitting 1 according to an embodiment of the present invention, FIG. 2 is a view A of FIG. 1, and FIG. 3 is a view B of FIG. As shown in FIGS. 1 to 3, the beam through-hole reinforcing metal fitting 1 according to the present embodiment is provided with cylindrical portions extending in the width direction of the ring body on both side surfaces of the ring body having a rectangular cross section. It has a different form. That is, in the beam through hole reinforcing metal fitting 1 according to the present embodiment, the ring-shaped main body portion 10 in which both side surfaces 10a and 10b are parallel and the first cylindrical portion 11 protruding cylindrically from one side surface 10a of the main body portion 10 And a second cylindrical portion 12 projecting in a cylindrical shape from the other side surface 10b of the main body portion 10 are integrally provided. Although not particularly limited, the beam through-hole reinforcing metal fitting 1 according to the present embodiment can be manufactured, for example, by cutting a steel block.

本体部10の幅はWであり、本体部10の外径はOD0であり、本体部10の内径はID0である。つまり、本体部10は、幅がW、厚みが(OD0−ID0)/2のリング体として形成されている。 The width of the main body 10 is W, the outer diameter of the main body 10 is OD0, and the inner diameter of the main body 10 is ID0. That is, the main body 10 is formed as a ring body having a width of W and a thickness of (OD0-ID0) / 2.

第1円筒部11は、本体部10の外径OD0より小さい外径OD1を有すると共に、本体部10の内径ID0と等しい内径ID1を有する。第1円筒部11の突出長さL1は本体部10の幅Wより小さい。 The first cylindrical portion 11 has an outer diameter OD1 smaller than the outer diameter OD0 of the main body portion 10, and has an inner diameter ID1 equal to the inner diameter ID0 of the main body portion 10. The protruding length L1 of the first cylindrical portion 11 is smaller than the width W of the main body portion 10.

第2円筒部12は、本体部10の外径OD0より小さい外径OD2を有すると共に、本体部10の内径ID0(=第1円筒部11の内径ID1)と等しい内径ID2を有する。第2円筒部12の突出長さL2は第1円筒部11の突出長さL1より小さい。 The second cylindrical portion 12 has an outer diameter OD2 smaller than the outer diameter OD0 of the main body portion 10, and has an inner diameter ID2 equal to the inner diameter ID0 of the main body portion 10 (= inner diameter ID1 of the first cylindrical portion 11). The protruding length L2 of the second cylindrical portion 12 is smaller than the protruding length L1 of the first cylindrical portion 11.

また、本体部10の断面積(=W×(OD0−ID0)/2)は、第1円筒部11の断面積(=L1×(OD1−ID1)/2)と第2円筒部12の断面積(=L2×(OD2−ID2)/2)との和より大きい。 Further, the cross section of the main body 10 (= W × (OD0-ID0) / 2) is the cross section of the first cylindrical portion 11 (= L1 × (OD1-ID1) / 2) and the disconnection of the second cylindrical portion 12. It is larger than the sum of the area (= L2 × (OD2-ID2) / 2).

ここで、本実施形態においては、第1円筒部11の外径OD1と第2円筒部12の外径OD2とが等しくなっている。また、本体部10の内径ID0、第1円筒部11の内径ID1及び第2円筒部12の内径ID2が等しく、本体部10の内側空間、第1円筒部11の内側空間及び第2円筒部12の内側空間によって梁貫通孔補強金具1を幅方向に貫通する孔径が一定の一つの貫通孔(以下「金具貫通孔」という)13が形成されている。 Here, in the present embodiment, the outer diameter OD1 of the first cylindrical portion 11 and the outer diameter OD2 of the second cylindrical portion 12 are equal to each other. Further, the inner diameter ID0 of the main body 10, the inner diameter ID1 of the first cylinder 11 and the inner diameter ID2 of the second cylinder 12 are equal, and the inner space of the main body 10, the inner space of the first cylinder 11, and the second cylinder 12 are equal. One through hole (hereinafter referred to as “metal fitting through hole”) 13 having a constant hole diameter that penetrates the beam through hole reinforcing metal fitting 1 in the width direction is formed by the inner space of the cylinder.

このため、本実施形態に係る梁貫通孔補強金具1は、別の言い方をすれば、凸字状(又は逆T字状)の断面を有するリング体として形成されているということもできる。この場合、幅方向の中間部にて径方向外側に突出する環状突出部は(OD0−OD1)/2の突出高さを有し、前記環状突出部の両側面が本体部10の両側面10a,10bに相当し(すなわち平行であり)、前記環状突出部の幅が上述の本体部10の幅Wに相当し、前記環状突出部の外周面が本体部10の外周面10cに相当する。また、前記環状突出部の一方の側方に位置すると共に前記環状突出部より小径の第1部位が第1円筒部11に相当し、前記第1部位の幅が第1円筒部11の突出長さL1に相当する。さらに、前記環状突出部の他方の側方に位置すると共に前記環状突出部より小径の第2部位が第2円筒部12に相当し、前記第2部位の幅が第2円筒部12の突出長さL2に相当する。 Therefore, it can be said that the beam through-hole reinforcing metal fitting 1 according to the present embodiment is formed as a ring body having a convex (or inverted T-shaped) cross section, in other words. In this case, the annular protrusion that protrudes outward in the radial direction at the intermediate portion in the width direction has a protrusion height of (OD0-OD1) / 2, and both side surfaces of the annular protrusion are both side surfaces 10a of the main body 10. , 10b (that is, parallel), the width of the annular protrusion corresponds to the width W of the main body 10 described above, and the outer peripheral surface of the annular protrusion corresponds to the outer peripheral surface 10c of the main body 10. Further, the first portion located on one side of the annular protrusion and having a diameter smaller than that of the annular protrusion corresponds to the first cylindrical portion 11, and the width of the first portion is the protruding length of the first cylindrical portion 11. Corresponds to L1. Further, a second portion located on the other side of the annular protrusion and having a diameter smaller than that of the annular protrusion corresponds to the second cylindrical portion 12, and the width of the second portion is the protrusion length of the second cylindrical portion 12. Corresponds to L2.

次に、図4〜図6を参照して本実施形態に係る梁貫通孔補強金具1の使用態様について説明する。 Next, the usage mode of the beam through hole reinforcing metal fitting 1 according to the present embodiment will be described with reference to FIGS. 4 to 6.

図4は、梁貫通孔補強金具1の第1の使用態様の説明図である。図4(A)は、第1の使用態様における鉄骨梁30の断面図であり、図4(B)は、鉄骨梁30に梁貫通孔補強金具1が取り付けられた状態を示す断面図である。 FIG. 4 is an explanatory view of a first usage mode of the beam through hole reinforcing metal fitting 1. FIG. 4A is a cross-sectional view of the steel frame beam 30 in the first usage mode, and FIG. 4B is a cross-sectional view showing a state in which the beam through-hole reinforcing metal fitting 1 is attached to the steel frame beam 30. ..

図4(A)に示されるように、第1の使用態様において、鉄骨梁30のウェブ31には円形の梁貫通孔32が形成されている。ウェブ31の厚さT1は第2円筒部12の突出長さL2より大きく且つ第1円筒部11の突出長さL1より小さい(L2<T1<L1)。また、梁貫通孔32は第1円筒部11の外径OD1(=第2円筒部12の外径OD2)より僅かに大きな孔径d1を有している。 As shown in FIG. 4A, in the first aspect of use, a circular beam through hole 32 is formed in the web 31 of the steel beam 30. The thickness T1 of the web 31 is larger than the protruding length L2 of the second cylindrical portion 12 and smaller than the protruding length L1 of the first cylindrical portion 11 (L2 <T1 <L1). Further, the beam through hole 32 has a hole diameter d1 slightly larger than the outer diameter OD1 of the first cylindrical portion 11 (= outer diameter OD2 of the second cylindrical portion 12).

そして、図4(B)に示されるように、第1の使用態様において、梁貫通孔補強金具1は、第1円筒部11がウェブ31に形成された梁貫通孔32に挿入された状態で本体部10がウェブ31の片面31aに溶接固定される。具体的には、梁貫通孔補強金具1は、第1円筒部11がウェブ31に形成された梁貫通孔32に挿入され且つ本体部10の前記一方の側面10aがウェブ31の片面31aに当接した状態で(厳密に当接している必要はなく、ほぼ当接していればよい)本体部10の外周面10cが全周に亘ってウェブ31の片面31aに隅肉溶接され、これによって、梁貫通孔補強金具1が鉄骨梁30に取り付けられる。ここで、梁貫通孔補強金具1の本体部10以外の部分、すなわち、第2円筒部12はもちろん、第1円筒部11もウェブ31に溶接されていない。 Then, as shown in FIG. 4B, in the first usage mode, the beam through hole reinforcing metal fitting 1 is in a state where the first cylindrical portion 11 is inserted into the beam through hole 32 formed in the web 31. The main body 10 is welded and fixed to one side 31a of the web 31. Specifically, in the beam through hole reinforcing metal fitting 1, the first cylindrical portion 11 is inserted into the beam through hole 32 formed in the web 31, and the one side surface 10a of the main body portion 10 hits one side 31a of the web 31. The outer peripheral surface 10c of the main body 10 is fillet welded to one side 31a of the web 31 over the entire circumference in a state of contact (it does not have to be in strict contact, it is sufficient that the contact is substantially made). The beam through hole reinforcing metal fitting 1 is attached to the steel frame beam 30. Here, the portion of the beam through hole reinforcing metal fitting 1 other than the main body portion 10, that is, not only the second cylindrical portion 12 but also the first cylindrical portion 11 is not welded to the web 31.

図5は、梁貫通孔補強金具1の第2の使用態様を示す断面図である。図5(A)は、第2の使用態様における鉄骨梁40の断面図であり、図5(B)は、鉄骨梁40の梁貫通孔補強金具1が取り付けられた状態を示す断面図である。 FIG. 5 is a cross-sectional view showing a second usage mode of the beam through hole reinforcing metal fitting 1. FIG. 5A is a cross-sectional view of the steel frame beam 40 in the second usage mode, and FIG. 5B is a cross-sectional view showing a state in which the beam through hole reinforcing metal fitting 1 of the steel frame beam 40 is attached. ..

図5(A)に示されるように、第2の使用態様において、鉄骨梁40のウェブ41には円形の梁貫通孔42が形成されている。ウェブ41の厚さT2は第2円筒部12の突出長さL2より小さい(T2<L1)。また、梁貫通孔42は第2円筒部12の外径OD2(=第1円筒部11の外径OD1)より僅かに大きな孔径d2を有している。 As shown in FIG. 5A, in the second usage mode, a circular beam through hole 42 is formed in the web 41 of the steel beam 40. The thickness T2 of the web 41 is smaller than the protruding length L2 of the second cylindrical portion 12 (T2 <L1). Further, the beam through hole 42 has a hole diameter d2 slightly larger than the outer diameter OD2 of the second cylindrical portion 12 (= outer diameter OD1 of the first cylindrical portion 11).

そして、図5(B)に示されるように、第2の使用態様において、梁貫通孔補強金具1は、第2円筒部12がウェブ41に形成された梁貫通孔42に挿入された状態で本体部10がウェブ41の片面41aに溶接固定される。具体的には、梁貫通孔補強金具1は、第2円筒部12がウェブ41に形成された梁貫通孔42に挿入され且つ本体部10の前記他方の側面10bがウェブ41の片面41aに当接した状態で(厳密に当接している必要はなく、ほぼ当接していればよい)本体部10の外周面10cが全周に亘ってウェブ41の片面41aに隅肉溶接され、これによって、梁貫通孔補強金具1が鉄骨梁40に取り付けられる。ここで、前記第1の使用態様の場合と同様、梁貫通孔補強金具1の本体部10以外の部分、すなわち、第1円筒部11はもちろん、第2円筒部12もウェブ41に溶接されていない。 Then, as shown in FIG. 5B, in the second usage mode, the beam through hole reinforcing metal fitting 1 is in a state where the second cylindrical portion 12 is inserted into the beam through hole 42 formed in the web 41. The main body 10 is welded and fixed to one side 41a of the web 41. Specifically, in the beam through hole reinforcing metal fitting 1, the second cylindrical portion 12 is inserted into the beam through hole 42 formed in the web 41, and the other side surface 10b of the main body portion 10 hits one side 41a of the web 41. The outer peripheral surface 10c of the main body 10 is fillet welded to one side 41a of the web 41 over the entire circumference in a state of contact (it does not have to be in strict contact, it is sufficient that the contact is substantially made). The beam through hole reinforcing metal fitting 1 is attached to the steel frame beam 40. Here, as in the case of the first usage mode, the portion of the beam through hole reinforcing metal fitting 1 other than the main body portion 10, that is, not only the first cylindrical portion 11 but also the second cylindrical portion 12 is welded to the web 41. Absent.

図6は、梁貫通孔補強金具1の第3の使用態様を示す断面図である。図6(A)は、第3の使用態様における鉄骨梁50の断面図であり、図6(B)は、鉄骨梁50の梁貫通孔補強金具1が取り付けられた状態を示す断面図である。 FIG. 6 is a cross-sectional view showing a third usage mode of the beam through hole reinforcing metal fitting 1. FIG. 6A is a cross-sectional view of the steel frame beam 50 in the third usage mode, and FIG. 6B is a cross-sectional view showing a state in which the beam through hole reinforcing metal fitting 1 of the steel frame beam 50 is attached. ..

図6(A)に示されるように、第3の使用態様において、鉄骨梁50のウェブ51には円形の梁貫通孔52が形成されている。ウェブ51の厚さT3は第1円筒部11の突出長さL1と第2円筒部12の突出長さL2との和より大きい(T3>L1+L2)。また、梁貫通孔52は第1円筒部11の外径OD1(=第2円筒部12の外径OD2)より僅かに大きな孔径d3を有している。 As shown in FIG. 6A, in the third use mode, the web 51 of the steel beam 50 is formed with a circular beam through hole 52. The thickness T3 of the web 51 is larger than the sum of the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 (T3> L1 + L2). Further, the beam through hole 52 has a hole diameter d3 slightly larger than the outer diameter OD1 of the first cylindrical portion 11 (= outer diameter OD2 of the second cylindrical portion 12).

そして、図6(B)に示されるように、第3の使用態様においては、一対の梁貫通孔補強金具1,1がウェブ51を挟んで鉄骨梁50に取り付けられる。なお、ここでは説明の便宜上、前記一対の梁貫通孔補強金具1,1のうちの一方(図6(B)においてウェブ51の右側)の梁貫通孔補強金具1を「第1梁貫通孔補強金具1A」といい、前記一対の梁貫通孔補強金具1,1のうちの他方(図6(B)においてウェブ51の左側)の梁貫通孔補強金具1を「第2梁貫通孔補強金具1B」という。 Then, as shown in FIG. 6B, in the third usage mode, the pair of beam through-hole reinforcing metal fittings 1 and 1 are attached to the steel frame beam 50 with the web 51 sandwiched between them. Here, for convenience of explanation, the beam through hole reinforcing metal fitting 1 of one of the pair of beam through hole reinforcing metal fittings 1 and 1 (on the right side of the web 51 in FIG. 6B) is referred to as “first beam through hole reinforcing metal fitting 1”. The beam through hole reinforcing metal fitting 1 of the other of the pair of beam through hole reinforcing metal fittings 1 and 1 (on the left side of the web 51 in FIG. 6B) is referred to as “metal fitting 1A” and is referred to as “second beam through hole reinforcing metal fitting 1B”. ".

第1梁貫通孔補強金具1Aは、第1円筒部11がウェブ51に形成された梁貫通孔52の一方の端部から梁貫通孔52に挿入された状態で本体部10がウェブ51の一方の面51aに溶接固定される。具体的には、第1梁貫通孔補強金具1Aは、第1円筒部11がウェブ51に形成された梁貫通孔52に挿入され且つ本体部10の前記一方の側面10aがウェブ51の一方の面51aに当接した状態で(厳密に当接している必要はなく、ほぼ当接していればよい)本体部10の外周面10cが全周に亘ってウェブ51の前記一方の面51aに隅肉溶接され、これによって、第1梁貫通孔補強金具1Aが鉄骨梁50に取り付けられる。ここで、前記第1の使用態様の場合及び前記第2の使用態様の場合と同様、第1梁貫通孔補強金具1Aの本体部10以外の部分、すなわち、第2円筒部12はもちろん、第1円筒部11もウェブ51に溶接されていない。 In the first beam through hole reinforcing metal fitting 1A, the main body 10 is one of the web 51 in a state where the first cylindrical portion 11 is inserted into the beam through hole 52 from one end of the beam through hole 52 formed in the web 51. It is welded and fixed to the surface 51a. Specifically, in the first beam through hole reinforcing metal fitting 1A, the first cylindrical portion 11 is inserted into the beam through hole 52 formed in the web 51, and the one side surface 10a of the main body portion 10 is one of the web 51. The outer peripheral surface 10c of the main body 10 is in contact with the surface 51a (it does not have to be strictly in contact with the surface 51a), and the outer peripheral surface 10c is cornered on the one surface 51a of the web 51 over the entire circumference. It is fill-welded, whereby the first beam through-hole reinforcing metal fitting 1A is attached to the steel beam 50. Here, as in the case of the first usage mode and the second usage mode, the portion other than the main body portion 10 of the first beam through hole reinforcing metal fitting 1A, that is, the second cylindrical portion 12, is of course the second. 1 The cylindrical portion 11 is also not welded to the web 51.

また、第2梁貫通孔補強金具1Bは、第2円筒部12がウェブ51に形成された梁貫通孔52の他方の端部から梁貫通孔52に挿入された状態で本体部10がウェブ51に溶接固定される。具体的には、第2梁貫通孔補強金具1Bは、第2円筒部12がウェブ51に形成された梁貫通孔52に挿入され且つ本体部10の前記他方の側面10bがウェブ51の他方の面51bに当接した状態で(厳密に当接している必要はなく、ほぼ当接していればよい)本体部10の外周面10cが全周に亘ってウェブ51の前記他方の面51bに隅肉溶接され、これによって、第2梁貫通孔補強金具1Bが鉄骨梁50に取り付けられる。ここで、前記第1の使用態様の場合及び前記第2の使用態様の場合と同様、第2梁貫通孔補強金具1Bの本体部10以外の部分、すなわち、第1円筒部11はもちろん、第2円筒部12もウェブ51に溶接されていない。 Further, in the second beam through hole reinforcing metal fitting 1B, the main body 10 is inserted into the beam through hole 52 from the other end of the beam through hole 52 formed in the web 51 by the second cylindrical portion 12. It is fixed by welding. Specifically, in the second beam through hole reinforcing metal fitting 1B, the second cylindrical portion 12 is inserted into the beam through hole 52 formed in the web 51, and the other side surface 10b of the main body portion 10 is the other side of the web 51. The outer peripheral surface 10c of the main body 10 is in contact with the surface 51b (it does not have to be strictly in contact with the surface 51b), and the outer peripheral surface 10c is cornered on the other surface 51b of the web 51 over the entire circumference. It is fill-welded, whereby the second beam through-hole reinforcing metal fitting 1B is attached to the steel beam 50. Here, as in the case of the first usage mode and the second usage mode, the portion other than the main body portion 10 of the second beam through hole reinforcing metal fitting 1B, that is, the first cylindrical portion 11, is of course the first 2 The cylindrical portion 12 is also not welded to the web 51.

なお、鉄骨梁50のウェブ51の厚さT3が第1円筒部11の突出長さL1の2倍より大きい場合(T3>2×L1)、第2梁貫通孔補強金具1Bは、第1梁貫通孔補強金具1Aと同様に、第1円筒部11がウェブ51に形成された梁貫通孔52の前記他方の端部から梁貫通孔52に挿入された状態で本体部10がウェブ51に溶接固定され得る。また、鉄骨梁50のウェブ51の厚さT3が第2円筒部12の突出長さL2の2倍より大きく且つ第1円筒部11の突出長さL1と第2円筒部12の突出長さL2との和より小さい場合(2×L2<T3<L1+L2)、第1梁貫通孔補強金具1Aは、第2梁貫通孔補強金具1Bと同様に、第1円筒部11がウェブ51に形成された梁貫通孔52の前記一方の端部から梁貫通孔52に挿入された状態で本体部10がウェブ51に溶接固定され得る。 When the thickness T3 of the web 51 of the steel beam 50 is larger than twice the protruding length L1 of the first cylindrical portion 11 (T3> 2 × L1), the second beam through-hole reinforcing metal fitting 1B is the first beam. Similar to the through hole reinforcing metal fitting 1A, the main body 10 is welded to the web 51 in a state where the first cylindrical portion 11 is inserted into the beam through hole 52 from the other end of the beam through hole 52 formed in the web 51. Can be fixed. Further, the thickness T3 of the web 51 of the steel beam 50 is larger than twice the protruding length L2 of the second cylindrical portion 12, and the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 When it is smaller than the sum of (2 × L2 <T3 <L1 + L2), the first cylindrical portion 11 of the first beam through hole reinforcing metal fitting 1A is formed on the web 51 in the same manner as the second beam through hole reinforcing metal fitting 1B. The main body 10 can be welded and fixed to the web 51 while being inserted into the beam through hole 52 from the one end of the beam through hole 52.

このように、本実施形態に係る梁貫通孔補強金具1は、両側面10a,10bが平行なリング状の本体部10と、本体部10の一方の側面10aから円筒状に突出すると共に本体部10の外径OD0より小さい外径OD1を有する第1円筒部11と、本体部10の他方の側面10bから円筒状に突出すると共に本体部10の外径OD0より小さい外径OD2を有する第2円筒部12と、を有し、本体部10の内側空間、第1円筒部11の内側空間及び第2円筒部12の内側空間によって梁貫通孔補強金具1を幅方向に貫通する金具貫通孔13が形成されている。そして、本実施形態に係る梁貫通孔補強金具1は、第1円筒部11又は第2円筒部12が鉄骨梁30,40,50のウェブ31,41,51に形成された円形の梁貫通孔32,42,52に挿入された状態で本体部10がウェブ31,41,51の片面31a,41a,51a,51bに溶接固体されるように構成されている。 As described above, the beam through hole reinforcing metal fitting 1 according to the present embodiment has a ring-shaped main body portion 10 in which both side surfaces 10a and 10b are parallel, and a main body portion that protrudes in a cylindrical shape from one side surface 10a of the main body portion 10. A first cylindrical portion 11 having an outer diameter OD1 smaller than the outer diameter OD0 of 10 and a second having an outer diameter OD2 protruding cylindrically from the other side surface 10b of the main body portion 10 and having an outer diameter OD2 smaller than the outer diameter OD0 of the main body portion 10. A metal fitting through hole 13 having a cylindrical portion 12 and penetrating the beam through hole reinforcing metal fitting 1 in the width direction by the inner space of the main body portion 10, the inner space of the first cylindrical portion 11, and the inner space of the second cylindrical portion 12. Is formed. The beam through hole reinforcing metal fitting 1 according to the present embodiment has a circular beam through hole in which the first cylindrical portion 11 or the second cylindrical portion 12 is formed in the webs 31, 41, 51 of the steel frame beams 30, 40, 50. The main body 10 is formed so as to be welded to one side 31a, 41a, 51a, 51b of the webs 31, 41, 51 while being inserted into the 32, 42, 52.

また、別の言い方をすれば、本実施形態に係る梁貫通孔補強金具1は、凸字状の断面を有するリング体として形成され、幅方向の中間部にて径方向外側に突出する環状突出部の両側面が平行であり、前記環状突出部の一方の側方に位置する第1部位又は前記環状突出部の他方の側方に位置する第2部位が鉄骨梁30,40,50のウェブ31,41,51に形成された円形の梁貫通孔32,42,52に挿入された状態で前記環状突出部がウェブ31,41,51の片面31a,41a,51a,51bに溶接固体されるように構成されている。 In other words, the beam through hole reinforcing metal fitting 1 according to the present embodiment is formed as a ring body having a convex cross section, and an annular protrusion protruding outward in the radial direction at an intermediate portion in the width direction. Both sides of the portion are parallel, and the first portion located on one side of the annular protrusion or the second portion located on the other side of the annular protrusion is the web of the steel beam 30, 40, 50. The annular protrusion is welded and solidified on one side 31a, 41a, 51a, 51b of the web 31, 41, 51 while being inserted into the circular beam through holes 32, 42, 52 formed in 31, 41, 51. It is configured as follows.

このため、梁貫通孔32,42,52に対する梁貫通孔補強金具1の位置合わせが容易に行えると共に、溶接時における梁貫通孔補強金具1の位置ずれが抑制されるので梁貫通孔補強金具1の溶接位置(固定位置)のバラツキも抑制される。また、梁貫通孔32,42,52の周縁部が本体部10(前記環状突出部)によって覆われるため、梁貫通孔32,42,52の周縁部の補強も確実に行える。したがって、従来に比べて施工性が大幅に向上すると共にウェブに貫通孔が形成された梁の補強を安定して行うことができる。 Therefore, the beam through hole reinforcing metal fitting 1 can be easily aligned with respect to the beam through hole 32, 42, 52, and the misalignment of the beam through hole reinforcing metal fitting 1 at the time of welding is suppressed. Variations in the welding position (fixed position) of the beam are also suppressed. Further, since the peripheral edges of the beam through holes 32, 42, 52 are covered by the main body portion 10 (the annular protrusion), the peripheral edges of the beam through holes 32, 42, 52 can be reliably reinforced. Therefore, the workability is significantly improved as compared with the conventional case, and the beam having the through hole formed in the web can be stably reinforced.

さらに、ウェブ31,41,51の厚さに応じて第1円筒部11(前記第1部位)又は第2円筒部12(前記第2部位)が選択的に梁貫通孔32,42,52に挿入され得るので、ウェブの厚さが異なる梁の補強に使用することも可能であり、非常に便宜である。 Further, the first cylindrical portion 11 (the first portion) or the second cylindrical portion 12 (the second portion) selectively fills the beam through holes 32, 42, 52 according to the thickness of the webs 31, 41, 51. Since it can be inserted, it can also be used to reinforce beams with different web thicknesses, which is very convenient.

また、本実施形態に係る梁貫通孔補強金具1は、本体部10の外周面10c(前記環状突出部の外周面)が全周に亘ってウェブ31,41,51の片面31a,41a,51a,51bに隅肉溶接される一方、第1円筒部11(前記第1部位)及び第2円筒部12(前記第2部位)はウェブ31,41,51に溶接されない。このため、ウェブ31,41,51の一方の面側のみで溶接作業を行えばよく、施工性の低下が抑制される(良好な施工性が確保される)。特に、上述の第3の使用形態のように、ウェブ51を挟んで一対の梁貫通孔補強金具1,1を取り付けることできるので、梁貫通孔52に対する補強断面(補強量)の増加が容易に行えると共に、ウェブの厚さが大きい梁の補強を行うことも可能である。 Further, in the beam through hole reinforcing metal fitting 1 according to the present embodiment, the outer peripheral surface 10c of the main body 10 (the outer peripheral surface of the annular protrusion) covers the entire circumference of the webs 31, 41, 51 on one side 31a, 41a, 51a. , 51b is fillet welded, while the first cylindrical portion 11 (the first portion) and the second cylindrical portion 12 (the second portion) are not welded to the webs 31, 41, 51. Therefore, the welding work only needs to be performed on one surface side of the webs 31, 41, and 51, and the deterioration of workability is suppressed (good workability is ensured). In particular, since the pair of beam through-hole reinforcing metal fittings 1 and 1 can be attached across the web 51 as in the third usage pattern described above, it is easy to increase the reinforcing cross section (reinforcing amount) with respect to the beam through-hole 52. At the same time, it is possible to reinforce beams with a large web thickness.

なお、上述の実施形態では、第1円筒部11の突出長さL1(前記第1部位の幅)と第2円筒部12の突出長さL2(前記第2部位の幅)とが異なっている。しかし、これに限られるものではない。第1円筒部11の突出長さL1と第2円筒部12の突出長さL2とは等しくてもよい。但し、第1円筒部11の突出長さL1と第2円筒部12の突出長さL2とが異なる方が、ウェブの厚さが異なるより多くの梁の補強を行うことが可能になるので好ましいといえる。 In the above-described embodiment, the protruding length L1 (width of the first portion) of the first cylindrical portion 11 and the protruding length L2 (width of the second portion) of the second cylindrical portion 12 are different. .. However, it is not limited to this. The protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 may be equal to each other. However, it is preferable that the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 are different from each other because it is possible to reinforce more beams having different web thicknesses. It can be said that.

また、上述の実施形態では、第1円筒部11の突出長さL1及び第2円筒部12の突出長さL2が本体部10の幅Wより小さくなっている。しかし、これに限られるものではない。第1円筒部11の突出長さL1及び第2円筒部12の突出長さL2の少なくとも一方が本体部10の幅Wより小さければよい。例えば、第1円筒部11の突出長さL1が本体部10の幅W以上であってもよい。なお、この場合においても本体部10の断面積が第1円筒部11の断面積と第2円筒部12の断面積との和より大きいことが好ましい。 Further, in the above-described embodiment, the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 are smaller than the width W of the main body portion 10. However, it is not limited to this. At least one of the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 may be smaller than the width W of the main body portion 10. For example, the protruding length L1 of the first cylindrical portion 11 may be equal to or greater than the width W of the main body portion 10. Also in this case, it is preferable that the cross-sectional area of the main body portion 10 is larger than the sum of the cross-sectional area of the first cylindrical portion 11 and the cross-sectional area of the second cylindrical portion 12.

ここで、第1円筒部11の突出長さL1と第2円筒部12の突出長さL2との和が本体部10の幅Wと等しくなるように設定されてもよい。このようにすると、同サイズの鋼材ブロックから第1円筒部11の突出長さL1及び第2円筒部12の突出長さL2が異なる複数バリエーションの梁貫通孔補強金具1を製造できるので、便宜である。 Here, the sum of the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 may be set to be equal to the width W of the main body portion 10. By doing so, it is possible to manufacture a plurality of variations of the beam through-hole reinforcing metal fittings 1 having different protrusion lengths L1 of the first cylindrical portion 11 and L2 of the protrusion length L2 of the second cylindrical portion 12 from the steel block of the same size, which is convenient. is there.

さらに、上述の実施形態では、本体部10の内径ID0、第1円筒部11の内径ID1及び第2円筒部12の内径ID2が等しくなっている。しかし、これに限られるものではない。換言すれば、梁貫通孔補強金具1を幅方向に貫通する金具貫通孔13が必ずしも一定の孔径を有しなくてもよい。例えば、本体部10の内径ID0、第1円筒部11の内径ID1及び第2円筒部12の内径ID2のうちのいずれかの内径が他の内径より小さくてもよい。 Further, in the above-described embodiment, the inner diameter ID0 of the main body 10, the inner diameter ID1 of the first cylindrical portion 11, and the inner diameter ID2 of the second cylindrical portion 12 are equal. However, it is not limited to this. In other words, the metal fitting through hole 13 penetrating the beam through hole reinforcing metal fitting 1 in the width direction does not necessarily have a constant hole diameter. For example, the inner diameter of any one of the inner diameter ID0 of the main body portion 10, the inner diameter ID1 of the first cylindrical portion 11 and the inner diameter ID2 of the second cylindrical portion 12 may be smaller than the other inner diameters.

さらにまた、上述の実施形態では、第1円筒部11の外径OD1と第2円筒部12の外径OD2とが等しくなっている。しかし、これに限られるものではない。第1円筒部11の外径OD1と第2円筒部12の外径OD2とが異なってもよい。図示省略するが、例えば、第2円筒部12の外径OD2が第1円筒部11の外径OD1より大きくてもよい。このようにすれば、梁貫通孔の孔径に応じて第1円筒部11又は第2円筒部12が選択的に梁貫通孔に挿入され得るので、梁貫通孔の孔径が異なる梁の補強に使用することも可能であり、便宜である。なお、この場合において、第1円筒部11の突出長さL1と第2円筒部12の突出長さL2とは等しくてもよいし異なってもよい。同様に、第1円筒部11の内径ID1と第2円筒部12の内径ID2とは等しくてもよいし異なってもよい。 Furthermore, in the above-described embodiment, the outer diameter OD1 of the first cylindrical portion 11 and the outer diameter OD2 of the second cylindrical portion 12 are equal to each other. However, it is not limited to this. The outer diameter OD1 of the first cylindrical portion 11 and the outer diameter OD2 of the second cylindrical portion 12 may be different. Although not shown, for example, the outer diameter OD2 of the second cylindrical portion 12 may be larger than the outer diameter OD1 of the first cylindrical portion 11. In this way, the first cylindrical portion 11 or the second cylindrical portion 12 can be selectively inserted into the beam through hole according to the hole diameter of the beam through hole, and thus it is used for reinforcing beams having different hole diameters of the beam through hole. It is also possible and convenient. In this case, the protruding length L1 of the first cylindrical portion 11 and the protruding length L2 of the second cylindrical portion 12 may be equal to or different from each other. Similarly, the inner diameter ID1 of the first cylindrical portion 11 and the inner diameter ID2 of the second cylindrical portion 12 may be equal to or different from each other.

以上、本発明の実施形態及びその変形例について説明したが、本発明は上述の実施形態や変形例に限定されるものではなく、本発明の技術的思想に基づいて更なる変形や変更が可能である。 Although the embodiment of the present invention and its modification have been described above, the present invention is not limited to the above-described embodiment and modification, and further modification and modification are possible based on the technical idea of the present invention. Is.

1…梁貫通孔補強金具、10…本体部、10a,10b…本体部の側面、11…第1円筒部、12…第2円筒部、13…金具貫通孔、30,40,50…鉄骨梁、31,41,51…ウェブ、32,42,52…梁貫通孔、ID0…本体部の内径、ID1…第1円筒部の内径、ID2…第2円筒部の内径、L1…第1円筒部の突出長さ、L2…第2円筒部の突出長さ、OD0…本体部の外径、OD1…第1円筒部の外径、OD2…第2円筒部の外径、W…本体部の幅 1 ... Beam through hole reinforcing metal fittings, 10 ... Main body, 10a, 10b ... Side surfaces of main body, 11 ... First cylindrical part, 12 ... Second cylindrical part, 13 ... Metal fitting through hole, 30, 40, 50 ... Steel beam , 31, 41, 51 ... Web, 32, 42, 52 ... Beam through hole, ID0 ... Inner diameter of main body, ID1 ... Inner diameter of first cylinder, ID2 ... Inner diameter of second cylinder, L1 ... First cylinder Projection length, L2 ... Projection length of the second cylinder, OD0 ... Outer diameter of the main body, OD1 ... Outer diameter of the first cylinder, OD2 ... Outer diameter of the second cylinder, W ... Width of the main body

本発明の一側面によると、ウェブに梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具は、両側面が平行なリング状の本体部と、前記本体部の一方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第1円筒部と、前記本体部の他方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第2円筒部と、を有し、前記本体部の内側空間、前記第1円筒部の内側空間及び前記第2円筒部の内側空間によって前記梁貫通孔補強金具を幅方向に貫通する金具貫通孔が形成される。そして、前記梁貫通孔補強金具は、前記第1円筒部又は前記第2円筒部が前記梁貫通孔に挿入された状態で前記本体部が前記ウェブの片面に溶接固定されるように構成されており、前記第1円筒部の突出長さ及び前記第2円筒部の突出長さの少なくとも一方が前記本体部の幅より小さい。 According to one aspect of the present invention, the beam through hole reinforcing metal fitting attached to a beam having a beam through hole formed in the web has a ring-shaped main body having parallel side surfaces and a cylindrical shape from one side of the main body. A first cylindrical portion having an outer diameter smaller than the outer diameter of the main body portion and a second cylindrical portion protruding from the other side surface of the main body portion in a cylindrical shape and having an outer diameter smaller than the outer diameter of the main body portion. It has a cylindrical portion, and a metal fitting through hole that penetrates the beam through hole reinforcing metal fitting in the width direction is formed by the inner space of the main body portion, the inner space of the first cylindrical portion, and the inner space of the second cylindrical portion. Will be done. Then, the beam through holes reinforcing brackets may be configured so that the said body portion at a first cylindrical portion or the state in which the second cylindrical portion is inserted into the beam through hole is welded to one side of the web At least one of the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion is smaller than the width of the main body portion.

本発明の他の側面によると、ウェブに梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具は、凸字状の断面を有するリング体として形成されている。前記梁貫通孔補強金具において、幅方向の中間部にて径方向外側に突出する環状突出部の両側面は平行である。そして、前記梁貫通孔補強金具は、前記環状突出部の一方の側方に位置する第1部位又は前記環状突出部の他方の側方に位置する第2部位が前記梁貫通孔に挿入された状態で環状突出部が前記ウェブの片面に溶接固定されるように構成されており、前記第1部位の幅及び前記第2部位の幅の少なくとも一方が前記環状突出部の幅より小さい。 According to another aspect of the present invention, the beam through hole reinforcing metal fitting attached to the beam having the beam through hole formed in the web is formed as a ring body having a convex cross section. In the beam through hole reinforcing metal fitting, both side surfaces of the annular protruding portion protruding outward in the radial direction at the intermediate portion in the width direction are parallel. Then, in the beam through hole reinforcing metal fitting, a first portion located on one side of the annular protrusion or a second portion located on the other side of the annular protrusion is inserted into the beam through hole. In this state, the annular protrusion is configured to be welded and fixed to one side of the web, and at least one of the width of the first portion and the width of the second portion is smaller than the width of the annular protrusion.

Claims (10)

ウェブに円形の梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具であって、
両側面が平行なリング状の本体部と、
前記本体部の一方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第1円筒部と、
前記本体部の他方の側面から円筒状に突出すると共に前記本体部の外径より小さい外径を有する第2円筒部と、
を有し、
前記本体部の内側空間、前記第1円筒部の内側空間及び前記第2円筒部の内側空間によって前記梁貫通孔補強金具を幅方向に貫通する金具貫通孔が形成され、
前記第1円筒部又は前記第2円筒部が前記梁貫通孔に挿入された状態で前記本体部が前記ウェブの片面に溶接固定されるように構成された、梁貫通孔補強金具。
A beam through-hole reinforcing metal fitting that is attached to a beam with a circular beam through-hole formed on the web.
A ring-shaped body with parallel sides and
A first cylindrical portion that protrudes in a cylindrical shape from one side surface of the main body portion and has an outer diameter smaller than the outer diameter of the main body portion.
A second cylindrical portion that protrudes cylindrically from the other side surface of the main body portion and has an outer diameter smaller than the outer diameter of the main body portion.
Have,
A metal fitting through hole that penetrates the beam through hole reinforcing metal fitting in the width direction is formed by the inner space of the main body portion, the inner space of the first cylindrical part, and the inner space of the second cylindrical part.
A beam through hole reinforcing metal fitting configured such that the main body portion is welded and fixed to one side of the web in a state where the first cylindrical portion or the second cylindrical portion is inserted into the beam through hole.
前記本体部の外周面が全周に亘って前記ウェブの前記片面に隅肉溶接される一方、前記第1円筒部及び前記第2円筒部は前記ウェブに溶接されない、請求項1に記載の梁貫通孔補強金具。 The beam according to claim 1, wherein the outer peripheral surface of the main body portion is fillet welded to the one side of the web over the entire circumference, while the first cylindrical portion and the second cylindrical portion are not welded to the web. Through hole reinforcement bracket. 前記第1円筒部の突出長さ及び前記第2円筒部の突出長さの少なくとも一方が前記本体部の幅より小さい、請求項1又は2に記載の梁貫通孔補強金具。 The beam through-hole reinforcing metal fitting according to claim 1 or 2, wherein at least one of the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion is smaller than the width of the main body portion. 前記第1円筒部の外径と前記第2円筒部の外径とが等しく且つ前記第1円筒部の突出長さと前記第2円筒部の突出長さとが異なる、請求項1〜3のいずれか一つに記載の梁貫通孔補強金具。 Any of claims 1 to 3, wherein the outer diameter of the first cylindrical portion and the outer diameter of the second cylindrical portion are equal, and the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are different. The beam through hole reinforcing metal fitting described in one. 前記第1円筒部の外径と前記第2円筒部の外径とが異なる、請求項1〜3のいずれか一つに記載の梁貫通孔補強金具。 The beam through hole reinforcing metal fitting according to any one of claims 1 to 3, wherein the outer diameter of the first cylindrical portion and the outer diameter of the second cylindrical portion are different. 前記本体部の内径、前記第1円筒部の内径及び前記第2円筒部の内径が等しい、請求項1〜5のいずれか一つに記載の梁貫通孔補強金具。 The beam through hole reinforcing metal fitting according to any one of claims 1 to 5, wherein the inner diameter of the main body portion, the inner diameter of the first cylindrical portion, and the inner diameter of the second cylindrical portion are equal. 前記本体部の断面積が前記第1円筒部の断面積と前記第2円筒部の断面積との和より大きい、請求項1〜6のいずれか一つに記載の梁貫通孔補強金具。 The beam through hole reinforcing metal fitting according to any one of claims 1 to 6, wherein the cross section of the main body portion is larger than the sum of the cross section of the first cylindrical portion and the cross section of the second cylindrical portion. ウェブに円形の梁貫通孔が形成された梁に取り付けられる梁貫通孔補強金具であって、
凸字状の断面を有するリング体として形成され、
幅方向の中間部にて径方向外側に突出する環状突出部の両側面が平行であり、
前記環状突出部の一方の側方に位置する第1部位又は前記環状突出部の他方の側方に位置する第2部位が前記梁貫通孔に挿入された状態で前記環状突出部が前記ウェブの片面に溶接固定されるように構成された、梁貫通孔補強金具。
A beam through-hole reinforcing metal fitting that is attached to a beam with a circular beam through-hole formed on the web.
Formed as a ring with a convex cross section,
Both sides of the annular protrusion protruding radially outward at the middle portion in the width direction are parallel.
The annular protrusion is the web in a state where the first portion located on one side of the annular protrusion or the second portion located on the other side of the annular protrusion is inserted into the beam through hole. Beam through hole reinforcing metal fittings configured to be welded and fixed to one side.
前記第1部位の幅及び前記第2部位の幅の少なくとも一方が前記環状突出部の幅より小さく且つ前記第1部位の幅と前記第2部位の幅とが異なる、請求項8に記載の梁貫通孔補強金具。 The beam according to claim 8, wherein at least one of the width of the first portion and the width of the second portion is smaller than the width of the annular protrusion and the width of the first portion and the width of the second portion are different. Through hole reinforcement bracket. 梁のウェブに形成された梁貫通孔の両端のそれぞれに請求項1〜9のいずれか一つの記載の梁貫通孔補強金具が取り付けられている、梁貫通孔補強構造。 A beam through-hole reinforcing structure in which a beam through-hole reinforcing metal fitting according to any one of claims 1 to 9 is attached to each of both ends of a beam through-hole formed in a beam web.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021021218A (en) * 2019-07-25 2021-02-18 センクシア株式会社 Beam reinforcing metal fitting and beam reinforcing structure
JP7360586B2 (en) 2019-12-27 2023-10-13 センクシア株式会社 Beam reinforcing metal fittings and beam reinforcing metal fittings stacked structure

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63219745A (en) * 1987-03-10 1988-09-13 清水建設株式会社 Reinforcement beam piercing hole structure
JP2001317159A (en) * 2000-05-08 2001-11-16 Toshiro Suzuki Reinforced structure of opening part of steel beam
JP2006342604A (en) * 2005-06-09 2006-12-21 Okabe Co Ltd Through-hole reinforcing structure of steel beam and through-hole reinforcing tool used therefor
JP2007120015A (en) * 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same
JP2014020162A (en) * 2012-07-20 2014-02-03 Hitachi Metals Techno Ltd Beam reinforcing metallic material and beam reinforcing structure
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring
JP2016079580A (en) * 2014-10-10 2016-05-16 積水ハウス株式会社 Reinforcing member, and reinforcing structure for perforated steel beam
JP2018016953A (en) * 2016-07-25 2018-02-01 旭化成建材株式会社 Beam reinforcement metal fitting
JP2018131824A (en) * 2017-02-16 2018-08-23 日本ファブテック株式会社 Strengthening ring for through hole of beam

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63219745A (en) * 1987-03-10 1988-09-13 清水建設株式会社 Reinforcement beam piercing hole structure
JP2001317159A (en) * 2000-05-08 2001-11-16 Toshiro Suzuki Reinforced structure of opening part of steel beam
JP2006342604A (en) * 2005-06-09 2006-12-21 Okabe Co Ltd Through-hole reinforcing structure of steel beam and through-hole reinforcing tool used therefor
JP2007120015A (en) * 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same
JP2014020162A (en) * 2012-07-20 2014-02-03 Hitachi Metals Techno Ltd Beam reinforcing metallic material and beam reinforcing structure
JP2015200085A (en) * 2014-04-07 2015-11-12 片山ストラテック株式会社 Beam through-hole reinforcement ring
JP2016079580A (en) * 2014-10-10 2016-05-16 積水ハウス株式会社 Reinforcing member, and reinforcing structure for perforated steel beam
JP2018016953A (en) * 2016-07-25 2018-02-01 旭化成建材株式会社 Beam reinforcement metal fitting
JP2018131824A (en) * 2017-02-16 2018-08-23 日本ファブテック株式会社 Strengthening ring for through hole of beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021021218A (en) * 2019-07-25 2021-02-18 センクシア株式会社 Beam reinforcing metal fitting and beam reinforcing structure
JP7360586B2 (en) 2019-12-27 2023-10-13 センクシア株式会社 Beam reinforcing metal fittings and beam reinforcing metal fittings stacked structure

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