JP7061401B2 - Beam through hole reinforcement bracket - Google Patents

Beam through hole reinforcement bracket Download PDF

Info

Publication number
JP7061401B2
JP7061401B2 JP2020070826A JP2020070826A JP7061401B2 JP 7061401 B2 JP7061401 B2 JP 7061401B2 JP 2020070826 A JP2020070826 A JP 2020070826A JP 2020070826 A JP2020070826 A JP 2020070826A JP 7061401 B2 JP7061401 B2 JP 7061401B2
Authority
JP
Japan
Prior art keywords
cylindrical portion
hole
main body
metal fitting
reinforcing metal
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2020070826A
Other languages
Japanese (ja)
Other versions
JP2020133392A (en
Inventor
真司 大田
Original Assignee
コーリョー建販株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by コーリョー建販株式会社 filed Critical コーリョー建販株式会社
Priority to JP2020070826A priority Critical patent/JP7061401B2/en
Publication of JP2020133392A publication Critical patent/JP2020133392A/en
Application granted granted Critical
Publication of JP7061401B2 publication Critical patent/JP7061401B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

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 the web.

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 that surrounds 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. In addition, 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 portion 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を提供することを目的とする。 Therefore, an object of the present invention is to provide a beam through-hole reinforcing metal fitting that can improve workability as compared with the conventional case and can stably reinforce a beam having a through hole formed in the web. do.

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溶接によって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円筒部の突出長さと前記第2円筒部の突出長さとが等しく且つ前記第1円筒部の突出長さ及び前記第2円筒部の突出長さが前記本体部の幅より小さく構成されている。 According to one aspect of the present invention, the beam through hole reinforcing metal fittings attached to a beam having a beam through hole formed in the web by welding are from a ring-shaped main body portion whose both side surfaces are parallel and one side surface of the main body portion. It has a first cylindrical portion that protrudes in a cylindrical shape and has an outer diameter smaller than the outer diameter of the main body portion, and a first 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. A metal fitting through hole having a second cylindrical portion and penetrating the beam through hole reinforcing metal fitting in the width direction 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. Is formed. Then, in the beam through hole reinforcing metal fitting, the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are equal to each other, and the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are equal to each other. Is smaller than the width of the main body.

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溶接によって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円筒部の突出長さと前記第2円筒部の突出長さとが異なり且つ前記第1円筒部の突出長さ及び前記第2円筒部の突出長さが前記本体部の幅より小さく構成されている。 According to another aspect of the present invention, the beam through hole reinforcing metal fittings attached to a beam having a beam through hole formed in the web by welding have a ring-shaped main body having parallel side surfaces and one side surface of the main body. A first cylindrical portion that protrudes in a cylindrical shape and has an outer diameter smaller than the outer diameter of the main body portion, and a first 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. It has a second cylindrical portion, and has a metal fitting penetrating through the beam through hole reinforcing metal fitting in the width direction 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. A hole is formed. The beam through hole reinforcing metal fitting has a difference between the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion, and 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.

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。 The beam through hole reinforcing metal fitting has the main body portion or the annular protrusion portion 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 ( Variations in the fixed position) are 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. Therefore, it can be used to reinforce beams with 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 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。It is explanatory drawing of the 1st use mode of the said beam through hole reinforcing metal fitting, FIG. 4 (A) is the sectional view of the beam in 1st use mode, and FIG. 4 (B) is FIG. 4 (A). It is sectional drawing which shows the state in which the beam through hole reinforcing metal fitting is attached to the beam shown by. 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。It is explanatory drawing of the 2nd use mode of the said beam through hole reinforcing metal fitting, FIG. 5 (A) is the sectional view of the beam in the 2nd use mode, and FIG. 5 (B) is FIG. 5 (A). It is sectional drawing which shows the state in which the beam through hole reinforcing metal fitting is attached to the beam shown by. 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 said beam through hole reinforcing metal fitting, FIG. 6 (A) is the 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 by.

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 having a circular through hole (beam through hole) 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。 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. 1. 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, the beam through-hole reinforcing metal fitting 1 according to the present embodiment has a ring-shaped main body portion 10 having parallel side surfaces 10a and 10b and a first cylindrical portion 11 protruding cylindrically from one side surface 10a of the main body portion 10. And a second cylindrical portion 12 that protrudes in a cylindrical shape from the other side surface 10b of the main body portion 10 integrally. Although not particularly limited, the beam through-hole reinforcing metal fitting 1 according to the present embodiment can be manufactured by cutting, for example, 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 portion 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-sectional area 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 ID 0 of the main body portion 10, the inner diameter ID 1 of the first cylindrical portion 11 and the inner diameter ID 2 of the second cylindrical portion 12 are equal, and the inner space of the main body portion 10, the inner space of the first cylindrical portion 11 and the second cylindrical portion 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 portion protruding 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 portion are both side surfaces 10a of the main body portion 10. , 10b, the width of the annular protrusion corresponds to the width W of the main body 10, 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 protrusion 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 frame 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 is not necessary to be in close 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 other than the main body portion 10 of the beam through hole reinforcing metal fitting 1, 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 frame beam 40. The thickness T2 of the web 41 is smaller than the protrusion 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 is not necessary to be in close 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. not.

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, a circular beam through hole 52 is formed in the web 51 of the steel frame beam 50. 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 interposed therebetween. 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 the beam through hole reinforcing metal fitting 1 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 is not necessary to be in exact contact with the surface 51a), and the outer peripheral surface 10c is cornered with the one surface 51a of the web 51 over the entire circumference. Meat welding is performed, 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 to. 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 is not necessary to be in exact contact with the surface 51b), and the outer peripheral surface 10c of the main body 10 is cornered with the other surface 51b of the web 51 over the entire circumference. Meat welding is performed, 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 portion 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 in a state of 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. In the beam through hole reinforcing metal fitting 1 according to the present embodiment, the first cylindrical portion 11 or the second cylindrical portion 12 is a circular beam through hole formed in the webs 31, 41, 51 of the steel frame beams 30, 40, 50. The main body 10 is configured to be welded to one side 31a, 41a, 51a, 51b of the webs 31, 41, 51 while being inserted into 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 has 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 to 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 alignment of the beam through hole reinforcing metal fitting 1 with respect to the beam through hole 32, 42, 52 can be easily performed, and the misalignment of the beam through hole reinforcing metal fitting 1 at the time of welding is suppressed, so that the beam through hole reinforcing metal fitting 1 can be easily aligned. 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 of 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 (the outer peripheral surface of the annular protrusion) of the main body 10 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 may be performed only on one surface side of the webs 31, 41, and 51, and the deterioration of the 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 mode 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 a beam 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 larger than the width W of the main body portion 10. Even in this case as well, 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 fitting 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. be.

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 portion 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 that penetrates 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 ID 0 of the main body portion 10, the inner diameter ID 1 of the first cylindrical portion 11 and the inner diameter ID 2 of the second cylindrical portion 12 may be smaller than the other inner diameter.

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. By doing so, 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 ID 1 of the first cylindrical portion 11 and the inner diameter ID 2 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 embodiments of the present invention and modifications thereof have been described above, the present invention is not limited to the above-described embodiments and modifications, and further modifications and modifications can be made 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 the main body, 11 ... First cylindrical part, 12 ... Second cylindrical part, 13 ... Metal fitting through holes, 30, 40, 50 ... Steel beams , 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

Claims (4)

ウェブに円形の梁貫通孔が形成された梁に溶接によって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円筒部の突出長さと前記第2円筒部の突出長さとが等しく且つ前記第1円筒部の突出長さ及び前記第2円筒部の突出長さが前記本体部の幅より小さい、
梁貫通孔補強金具。
A beam through-hole reinforcement fitting that is attached by welding to a beam with a circular beam through-hole formed on the web.
A ring-shaped body with parallel sides and a ring-shaped body
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 in a cylindrical shape 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,
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 form a metal fitting through hole that penetrates the beam through hole reinforcing metal fitting in the width direction.
The protruding length of the first cylindrical portion is equal to the protruding length of the second cylindrical portion, and the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are smaller than the width of the main body portion.
Beam through hole reinforcement bracket.
ウェブに円形の梁貫通孔が形成された梁に溶接によって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円筒部の突出長さと前記第2円筒部の突出長さとが異なり且つ前記第1円筒部の突出長さ及び前記第2円筒部の突出長さが前記本体部の幅より小さい、
梁貫通孔補強金具。
A beam through-hole reinforcement fitting that is attached by welding to a beam with a circular beam through-hole formed on the web.
A ring-shaped body with parallel sides and a ring-shaped body
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 in a cylindrical shape 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,
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 form a metal fitting through hole that penetrates the beam through hole reinforcing metal fitting in the width direction.
The protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are different, and the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion are smaller than the width of the main body portion.
Beam through hole reinforcement bracket.
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の和が前記本体部の幅と等しくなるように設定されている、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 the sum of the protruding length of the first cylindrical portion and the protruding length of the second cylindrical portion is set to be equal to the width of the main body portion. 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1~3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 cross-sectional area of the main body portion is larger than the sum of the cross-sectional area of the first cylindrical portion and the cross-sectional area of the second cylindrical portion.
JP2020070826A 2020-04-10 2020-04-10 Beam through hole reinforcement bracket Active JP7061401B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2020070826A JP7061401B2 (en) 2020-04-10 2020-04-10 Beam through hole reinforcement bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2020070826A JP7061401B2 (en) 2020-04-10 2020-04-10 Beam through hole reinforcement bracket

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP2019030365A Division JP6713606B1 (en) 2019-02-22 2019-02-22 Beam through-hole reinforcing metal fittings and beam through-hole reinforcing structure

Publications (2)

Publication Number Publication Date
JP2020133392A JP2020133392A (en) 2020-08-31
JP7061401B2 true JP7061401B2 (en) 2022-04-28

Family

ID=72278046

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2020070826A Active JP7061401B2 (en) 2020-04-10 2020-04-10 Beam through hole reinforcement bracket

Country Status (1)

Country Link
JP (1) JP7061401B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3909365B2 (en) 2001-12-04 2007-04-25 日立機材株式会社 Beam reinforcing bracket and beam through-hole reinforcement structure using the same
JP2007120015A (en) 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same
JP4766624B2 (en) 2005-12-09 2011-09-07 岡部株式会社 Through-hole reinforcing member for steel beam and its through-hole reinforcing structure
JP2020056205A (en) 2018-10-01 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure
JP2020133745A (en) 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3909365B2 (en) 2001-12-04 2007-04-25 日立機材株式会社 Beam reinforcing bracket and beam through-hole reinforcement structure using the same
JP2007120015A (en) 2005-10-25 2007-05-17 Hitachi Metals Techno Ltd Steel beam reinforcing fitting and method of mounting the same
JP4766624B2 (en) 2005-12-09 2011-09-07 岡部株式会社 Through-hole reinforcing member for steel beam and its through-hole reinforcing structure
JP2020056205A (en) 2018-10-01 2020-04-09 センクシア株式会社 Steel beam reinforcement metal fitting and steel beam reinforcement structure
JP2020133745A (en) 2019-02-19 2020-08-31 センクシア株式会社 Beam reinforcement bracket and beam reinforcement method

Also Published As

Publication number Publication date
JP2020133392A (en) 2020-08-31

Similar Documents

Publication Publication Date Title
KR102047934B1 (en) Pipe connecting structure
JP2020133312A (en) Beam through-hole reinforcing metal fitting and beam through-hole reinforcing structure
JP7061401B2 (en) Beam through hole reinforcement bracket
JP2018159193A (en) Beam reinforcement metal fitting and beam reinforcement structure
JP4368830B2 (en) Beam reinforcement bracket
JP2002161531A (en) Joint structure of pile
JPH11159293A (en) Composite segment
JP4185073B2 (en) Beam reinforcement structure
WO2014188608A1 (en) Joint structure for posts
JP6477552B2 (en) CONNECTION STRUCTURE USING STEEL TUBE PILLAR CONTAINED WITH CONCRETE AND ITS MANUFACTURING METHOD
JP6890570B2 (en) Steel beam reinforcement metal fittings and steel beam reinforcement structure
JP4390612B2 (en) Ready-made concrete pile end plates
JP6960423B2 (en) Beam reinforcement metal fittings, beam reinforcement structure and beam reinforcement method
JP7256035B2 (en) Beam reinforcement structure and beam reinforcement method using beam reinforcement fittings
JP7360586B2 (en) Beam reinforcing metal fittings and beam reinforcing metal fittings stacked structure
JP2006214184A (en) Beam opening reinforcement structure
JP6889691B2 (en) Steel beam reinforcement metal fittings and steel beam reinforcement structure
JPH0959971A (en) Joint structure of pile
JP2002356923A (en) Joint structure for concrete-filled cylindrical body
JP7272823B2 (en) Beam reinforcement structure and beam reinforcement method
JP7421936B2 (en) Fixing structure of reinforcing member to structure, method of fixing reinforcing member to structure, and fixing member
JP2006348536A (en) Shear reinforcement and method of manufacturing this shear reinforcement
JP2024060474A (en) Steel pipe column joint structure
JP6438334B2 (en) Beam reinforcement bracket and beam reinforcement structure
JP6581407B2 (en) Band member connection structure

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20200413

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20210330

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20210527

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20211012

A601 Written request for extension of time

Free format text: JAPANESE INTERMEDIATE CODE: A601

Effective date: 20211209

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20220203

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20220405

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20220411

R150 Certificate of patent or registration of utility model

Ref document number: 7061401

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150