JP4417296B2 - Beam reinforcement bracket and beam reinforcement structure - Google Patents
Beam reinforcement bracket and beam reinforcement structure Download PDFInfo
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- JP4417296B2 JP4417296B2 JP2005190992A JP2005190992A JP4417296B2 JP 4417296 B2 JP4417296 B2 JP 4417296B2 JP 2005190992 A JP2005190992 A JP 2005190992A JP 2005190992 A JP2005190992 A JP 2005190992A JP 4417296 B2 JP4417296 B2 JP 4417296B2
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Description
本発明は、鉄骨梁の貫通孔補強用の梁補強金具に関するものである。 The present invention relates to a beam reinforcing bracket for reinforcing a through hole of a steel beam.
H形鋼やI形鋼などは、建築構造物の梁として広く用いられているが、このような梁においては、建築構造物内部に設けられた空調設備や給排水設備等の配管を通すための貫通孔を形成する場合がある。
その際、貫通孔を形成したことによる強度の低下を防ぐために、貫通孔に補強用の金具を取り付けることがある。
H-shaped steel, I-shaped steel, etc. are widely used as beams for building structures. In such beams, pipes such as air-conditioning equipment and water supply / drainage equipment provided inside the building structure are used. A through-hole may be formed.
At that time, in order to prevent a decrease in strength due to the formation of the through hole, a reinforcing metal fitting may be attached to the through hole.
補強用の金具は主として板状の形状を有するものが用いられている。具体的には図12に示す梁補強金具の従来例のように、鋼板81等に梁83の貫通孔85と略同径の孔87を開け、これを貫通孔85の周囲に溶接等で設けている。このような補強金具としては以下のようなものが知られている。
(非特許文献1)。
(Non-Patent Document 1).
しかしながら、このような梁補強金具は、製造の際に切り抜いた孔の部分の鋼板が無駄になってしまうため、材料の歩留まりが悪くコストが高くなるという問題があった。 However, such a beam-reinforcing metal fitting has a problem that the yield of the material is low and the cost is high because the steel plate in the hole portion cut out during production is wasted.
本発明は、このような問題に鑑みてなされたもので、その目的は材料の歩留まりがよく低コストで製造可能な梁補強用金具を提供することにある。 The present invention has been made in view of such problems, and an object thereof is to provide a beam reinforcing bracket that can be manufactured at a low cost with a high material yield.
前述した目的を達成するために、本発明は、鉄骨梁に設けられた貫通孔の周囲に設けられ、前記鉄骨梁を補強する板状の梁補強金具であって、一辺に台形状の凹部を有する2枚の板状部材からなる略六角形状の孔を形成することを特徴とする梁補強金具である。
前記梁補強金具は、1または複数の略六角形状の孔を形成する。
前記板状部材は、板材を連続した台型の波状に切断し、さらに前記台形の山部を切断することにより形成されてもよい。
前記2枚の板状部材は、それぞれ分割して梁に取り付けられてもよく、一体に成形して梁に取り付けられてもよい。
前記梁補強金具は、溶接によって梁に取り付けられてもよく、ボルト接合によって梁に取り付けられてもよい。
また、配管が貫通する梁貫通孔を有する鉄骨梁を補強する梁補強構造であって、梁補強金具は一辺に台形状の凹部を有する2枚の板状部材からなる略六角形状の貫通孔を有し、前記梁補強金具の前記略六角形の貫通孔が前記梁貫通孔に外接する位置に、前記梁補強金具の周囲が前記鉄骨梁に溶接され固定されることを特徴とする梁補強構造である。
In order to achieve the above-described object, the present invention provides a plate-shaped beam reinforcing bracket provided around a through-hole provided in a steel beam to reinforce the steel beam, wherein a trapezoidal recess is formed on one side. A beam reinforcing bracket characterized by forming a substantially hexagonal hole made of two plate-shaped members .
The beam reinforcing bracket forms one or a plurality of substantially hexagonal holes.
The plate-like member may be formed by cutting a plate material into a continuous trapezoidal wave shape and further cutting the trapezoidal peak portion.
The two plate-like members may be divided and attached to the beam, or may be integrally molded and attached to the beam.
The beam reinforcing bracket may be attached to the beam by welding, or may be attached to the beam by bolt joining.
The beam reinforcing structure reinforces a steel beam having a beam through-hole through which a pipe passes, and the beam reinforcing bracket has a substantially hexagonal through-hole composed of two plate-like members each having a trapezoidal recess. A beam reinforcing structure, wherein the substantially hexagonal through hole of the beam reinforcing metal fitting is welded and fixed to the steel beam at a position where the substantially hexagonal through hole circumscribes the beam through hole. It is.
本発明によれば、材料の歩留まりがよく低コストで製造可能な鉄骨梁の貫通孔補強用の梁補強用金具を提供することができる。 According to the present invention, it is possible to provide a beam reinforcing bracket for reinforcing a through hole of a steel beam that can be manufactured at a low cost with a high material yield.
以下、図面に基づいて本発明に好適な実施形態を詳細に説明する。図1は、本実施形態に係る梁補強金具1を示す斜視図であって、図2は図1の平面図である。 DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail based on the drawings. FIG. 1 is a perspective view showing a beam reinforcing bracket 1 according to this embodiment, and FIG. 2 is a plan view of FIG.
図1及び図2に示すように、梁補強金具1は板状部材3a、3bからなる。
板状部材3aは本体7aおよび本体7aに設けられた台形部9a、11aからなるコの字型の形状を有しており、板状部材3bは本体7bおよび本体7bに設けられた台形部9b、11bからなるコの字型の形状を有している。
As shown in FIG.1 and FIG.2, the beam reinforcement metal fitting 1 consists of plate-shaped members 3a and 3b.
The plate-like member 3a has a U-shape formed of a main body 7a and trapezoidal portions 9a and 11a provided on the main body 7a, and the plate-like member 3b is provided on the main body 7b and the trapezoidal portion 9b provided on the main body 7b. , 11b.
板状部材3aと板状部材3bは、台形部9aと台形部9bとが接合されており、また、台形部11aと台形部11bとが接合されている。
このように接合することによって、梁補強金具1の略中央部には6角形状の貫通孔5が形成される。
貫通孔5は、後述する梁13に設けられた貫通孔15が外接する大きさと同じか、若干大きい寸法とされる。
貫通孔5の角度12は、概ね70度から140度の範囲に設定されるが、120度(正六角形)にした場合が最も材料の歩留まりがよく、90度にした場合が最も応力伝達の効率がよい。
As for the plate-shaped member 3a and the plate-shaped member 3b, the trapezoid part 9a and the trapezoid part 9b are joined, and the trapezoid part 11a and the trapezoid part 11b are joined.
By joining in this way, a hexagonal through-hole 5 is formed at a substantially central portion of the beam reinforcing bracket 1.
The size of the through hole 5 is the same as or slightly larger than the size with which a through hole 15 provided in a beam 13 described later is circumscribed.
The angle 12 of the through-hole 5 is set in a range of approximately 70 to 140 degrees. However, when the angle is 120 degrees (regular hexagon), the material yield is the best, and when the angle is 90 degrees, the stress transmission efficiency is the most. Is good.
なお、板状部材3a、3bは鋼材等からなる。 The plate members 3a and 3b are made of steel or the like.
次に、梁補強金具1の梁13への取り付け方法について説明する。
図3は梁13を示す平面図であり、図4は図3のA−A断面図である。
また、図5は梁補強金具1を取り付けた梁13を示す平面図であり、図6は図5のB−B断面図である。さらに図7(a)は、配管19を通した梁13を示す図であり、図7(b)は梁13および梁補強金具1の応力伝達の状態を示す図である。
Next, a method for attaching the beam reinforcing bracket 1 to the beam 13 will be described.
3 is a plan view showing the beam 13, and FIG. 4 is a cross-sectional view taken along line AA of FIG.
5 is a plan view showing the beam 13 to which the beam reinforcing bracket 1 is attached, and FIG. 6 is a cross-sectional view taken along the line BB in FIG. Further, FIG. 7A is a diagram showing the beam 13 through the pipe 19, and FIG. 7B is a diagram showing a state of stress transmission between the beam 13 and the beam reinforcing bracket 1.
図3および図4に示すように、梁13には配管等を通すための貫通孔15が設けられている。
梁補強金具1を梁13に取り付ける際は、図5に示すように梁補強金具1の貫通孔5に梁13の貫通孔15が外接する位置に梁補強金具1を取り付け、周囲を溶接し、溶接部に17よって梁13と梁補強金具1を固定する。
なお、板状部材3a、3bは、あらかじめ溶接等で一体にしてから梁13に取り付けてもよく、また、別々に梁13に取り付けてもよい。
As shown in FIGS. 3 and 4, the beam 13 is provided with a through hole 15 through which piping and the like are passed.
When attaching the beam reinforcing bracket 1 to the beam 13, as shown in FIG. 5, the beam reinforcing bracket 1 is attached to a position where the through hole 15 of the beam 13 circumscribes the through hole 5 of the beam reinforcing bracket 1, and the periphery is welded. The beam 13 and the beam reinforcing bracket 1 are fixed to the welded portion by 17.
The plate-like members 3a, 3b may be attached to the beam 13 after being integrated by welding or the like, or may be attached to the beam 13 separately.
図6に示すように、梁補強金具1は梁13の両面に取り付けられているが、このように両面に取り付けてもよく、また片面にのみ取り付けてもよい。 As shown in FIG. 6, the beam reinforcing bracket 1 is attached to both surfaces of the beam 13, but may be attached to both surfaces in this way, or may be attached only to one surface.
このようにして梁補強金具1で補強した貫通孔15に、図7(a)に示すように、空調設備や給排水設備等の配管19を通す。 As shown in FIG. 7A, a pipe 19 such as an air conditioning facility or a water supply / drainage facility is passed through the through hole 15 reinforced by the beam reinforcing bracket 1 in this way.
図7(b)は梁13に応力(せん断力)が作用した場合の、梁補強金具1を取り付けた貫通孔周りの応力伝達の状態を示したもので、せん断力Qが作用した場合、梁補強金具1の貫通孔5に沿ってD1、D2、D3、D4の軸力として伝達される。従って、梁の貫通孔15による耐力の不足を梁補強金具1により補強することができる。 FIG. 7B shows a state of stress transmission around the through-hole to which the beam reinforcing bracket 1 is attached when stress (shearing force) is applied to the beam 13, and when the shearing force Q is applied, the beam It is transmitted along the through hole 5 of the reinforcing metal fitting 1 as the axial force of D1, D2, D3, D4. Therefore, the lack of proof stress due to the through-hole 15 of the beam can be reinforced by the beam reinforcing bracket 1.
ここで、梁補強金具1を構成する板状部材3a、3bの製造方法について説明する。図8は板状部材3a、3bの製造方法を示す図である。 Here, a manufacturing method of the plate-like members 3a and 3b constituting the beam reinforcing bracket 1 will be described. FIG. 8 is a diagram showing a method for manufacturing the plate-like members 3a and 3b.
図8に示すように、板状部材3a、3bの材料は長板状の板材21である。
板材21を、長手方向に台形の波状に切断し、台形の山部14a、14b、14cを分割するように長手方向に垂直に切断することにより、複数の板状部材3a、3b、3c、3d、3e、3fが形成される。
このようにして切断することにより、材料の板材21を歩留まりよく利用することができ、また、切断する長さも短いため、コストが低減される。
As shown in FIG. 8, the material of the plate-like members 3 a and 3 b is a long plate-like plate material 21.
The plate member 21 is cut into a trapezoidal wave shape in the longitudinal direction, and is cut perpendicularly to the longitudinal direction so as to divide the trapezoidal peaks 14a, 14b, 14c, whereby a plurality of plate-like members 3a, 3b, 3c, 3d are obtained. 3e, 3f are formed.
By cutting in this way, the plate material 21 can be used with a good yield, and the length to be cut is short, so the cost is reduced.
このように、第1の実施の形態によれば、梁補強金具1が略六角形の貫通孔5を形成しており、また、梁補強金具1を構成する複数の板状部材3a、3bは板材21を、長手方向に台形の波状に切断し、台形の山部を分割するように長手方向に垂直に切断することにより形成されている。
従って、梁補強金具1は材料の歩留まりがよく低コストで製造可能である。
As described above, according to the first embodiment, the beam reinforcing bracket 1 forms the substantially hexagonal through hole 5, and the plurality of plate-like members 3a and 3b constituting the beam reinforcing bracket 1 are It is formed by cutting the plate material 21 into a trapezoidal wave shape in the longitudinal direction and cutting it perpendicularly to the longitudinal direction so as to divide the trapezoidal peaks.
Therefore, the beam reinforcing bracket 1 can be manufactured at a low cost with a good material yield.
次に、第2の実施の形態について説明する。図9は梁補強金具31a、31bを取り付けた梁13を示す平面図であり、図10は図9のE−E断面図である。
Next, a second embodiment will be described. FIG. 9 is a plan view showing the beam 13 to which the
第2の実施の形態では梁補強金具31a、31bを溶接ではなく、ボルト接合によって梁13に固定している。
In the second embodiment, the
図9および図10に示すように、梁補強金具31a、31bには複数のボルト貫通孔が開けられ、梁13の貫通孔15の周囲にも梁補強金具に開けられたボルト貫通孔と対応する位置にボルト貫通孔が開けられている。
梁補強金具31a、31bと梁13とは、それぞれ対応するボルト孔位置でボルトとナットとを螺合して取り付けられ、ボルトとナットを締結することにより、梁13に固定される。
As shown in FIGS. 9 and 10, a plurality of bolt through holes are formed in the
The
なお、梁補強金具31a、31bの構造および製造方法はボルト貫通孔を開ける以外は第1の実施形態と同様であるため、説明を省略する。
In addition, since the structure and manufacturing method of the beam
このように、第2の実施形態によれば、梁補強金具31a、31bが略六角形の貫通孔5を形成しており、第1の実施形態と同様の効果を奏する。
As described above, according to the second embodiment, the
さらに、第2の実施形態によれば、梁13に梁補強金具をボルトで接合しており、溶接作業がないため、梁に溶接による歪みや反りが発生するという問題がない。 Furthermore, according to the second embodiment, since the beam reinforcing bracket is joined to the beam 13 with a bolt and there is no welding work, there is no problem of distortion or warpage due to welding in the beam.
次に第3の実施形態について説明する。図11は第3の実施形態に係る梁補強金具51を示す平面図である。 Next, a third embodiment will be described. FIG. 11 is a plan view showing a beam reinforcing bracket 51 according to the third embodiment.
第3の実施形態に係る梁補強金具51は、第1の実施形態に係る梁補強金具1において、複数の貫通孔を形成したものである。 The beam reinforcing bracket 51 according to the third embodiment is obtained by forming a plurality of through holes in the beam reinforcing bracket 1 according to the first embodiment.
図11に示すように、梁補強金具51は板状部材53a、53bからなる。
板状部材53aは、本体57aおよび本体57aに形成された台形部59a、61a、63aからなり、板状部材53bは、本体57bおよび本体57bに設けられた台形部59b、61b,63bからなる。
As shown in FIG. 11, the beam reinforcing bracket 51 is composed of plate-like members 53a and 53b.
The plate member 53a includes a main body 57a and trapezoidal portions 59a, 61a, and 63a formed on the main body 57a, and the plate member 53b includes a main body 57b and trapezoidal portions 59b, 61b, and 63b provided on the main body 57b.
板状部材53aと板状部材53bは、台形部59aと台形部59bとが接合されており、また、台形部61aと台形部61b、台形部63aと台形部63bとが接合されている。
このように接合することによって、梁補強金具51には2つの略六角形の貫通孔55a、55bが形成される。
In the plate-like member 53a and the plate-like member 53b, a trapezoidal portion 59a and a trapezoidal portion 59b are joined, and a trapezoidal portion 61a and a trapezoidal portion 61b, and a trapezoidal portion 63a and a trapezoidal portion 63b are joined.
By joining in this way, two substantially hexagonal through holes 55a and 55b are formed in the beam reinforcing bracket 51.
このように、梁補強金具51に2つの貫通孔を設ける構造としてもよい。なお、貫通孔の数は3つ以上でもよい。 Thus, it is good also as a structure which provides two through-holes in the beam reinforcement metal fitting 51. FIG. The number of through holes may be three or more.
また、第3の実施形態においては、梁13への取り付け方法は第1の実施形態と同様に、溶接による取り付けで説明してきたが、第2の実施形態と同様にボルト接合による取り付け方法としてもよい。
製造方法および取り付け方法は第1の実施形態または第2の実施形態と同様であるため、説明を省略する。
Further, in the third embodiment, the attachment method to the beam 13 has been described by attachment by welding as in the first embodiment. However, as in the second embodiment, the attachment method by bolt joining may be used. Good.
Since the manufacturing method and the attachment method are the same as those in the first embodiment or the second embodiment, description thereof is omitted.
このように、第3の実施形態によれば、梁補強金具51に6角形状の貫通孔55a、55bが設けられている。従って第1の実施形態と同様の効果を奏する。 Thus, according to the third embodiment, the beam reinforcing bracket 51 is provided with hexagonal through holes 55a and 55b. Therefore, the same effects as those of the first embodiment are obtained.
また、第3の実施形態によれば隣り合う貫通孔の間隔が狭い場合でも梁補強金具を一体に成形することができるので、梁補強金具が干渉することなく取り付けることができる。 In addition, according to the third embodiment, since the beam reinforcing bracket can be integrally formed even when the interval between adjacent through holes is narrow, the beam reinforcing bracket can be attached without interference.
以上、添付図面を参照しながら、本発明の実施形態を説明したが、本発明の技術的範囲は、前述した実施の形態に左右されない。当業者であれば、特許請求の範囲に記載された技術的思想の範疇内において各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。 As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.
1…………梁補強金具
3a………板状部材
5…………貫通孔
7a………本体
9a………台形部
13………梁
15………貫通孔
17………溶接部
19………配管
21………板材
31a……梁補強金具
37a……ボルト
51………梁補強金具
DESCRIPTION OF SYMBOLS 1 ......... Beam reinforcement metal fitting 3a ......... Plate-shaped member 5 ......... Through hole 7a ......... Main body 9a ......... Trapezoid part 13 ......... Beam 15 ......... Through hole 17 ......... Welding part 19 ......... Piping 21 .........
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