JP4319107B2 - Beam reinforcement bracket and piping structure - Google Patents

Beam reinforcement bracket and piping structure Download PDF

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JP4319107B2
JP4319107B2 JP2004223134A JP2004223134A JP4319107B2 JP 4319107 B2 JP4319107 B2 JP 4319107B2 JP 2004223134 A JP2004223134 A JP 2004223134A JP 2004223134 A JP2004223134 A JP 2004223134A JP 4319107 B2 JP4319107 B2 JP 4319107B2
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reinforcing bracket
beam reinforcing
hole
metal fitting
peripheral portion
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JP2006037671A (en
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隆司 北野
建蔵 中野
秀治 大庭
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Senqcia Corp
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Senqcia Corp
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Description

本発明は、梁補強金具に関するものである。   The present invention relates to a beam reinforcing bracket.

H型鋼やL型鋼などは、建築構造物の梁として広く用いられているが、このような梁においては、建築構造物内部に設けられた配管を通すための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, L-shaped steel, and the like are widely used as beams for building structures, but in such beams, there are cases in which through holes for passing piping provided inside the building structure are formed.
At this 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.

図10は梁補強金具111を取り付けた梁113を示す斜視図であって、図11は図10の縦断面図である。
梁113の貫通孔115には梁補強金具111がボルト117等の締結手段によって取り付けられている。
梁補強金具111は貫通孔123を有し、貫通孔123内には配管119等を通すことができる。
また、図11に示すように、梁補強金具111にはテーパ部121が設けられている。これは梁補強金具が溶接によっても取り付け可能であるようにするためであり、溶接の際は、テーパ部121と貫通孔115の隙間に溶接部材が溶接される。
このような梁補強金具としては以下のようなものがある。
(特許文献1)。
FIG. 10 is a perspective view showing the beam 113 to which the beam reinforcing bracket 111 is attached, and FIG. 11 is a longitudinal sectional view of FIG.
A beam reinforcing bracket 111 is attached to the through hole 115 of the beam 113 by fastening means such as a bolt 117.
The beam reinforcing bracket 111 has a through hole 123, and a pipe 119 and the like can be passed through the through hole 123.
Further, as shown in FIG. 11, the beam reinforcing bracket 111 is provided with a tapered portion 121. This is so that the beam reinforcing bracket can be attached by welding, and at the time of welding, the welding member is welded in the gap between the tapered portion 121 and the through hole 115.
Examples of such beam reinforcing brackets include the following.
(Patent Document 1).

特開2003-232077号公報JP 2003-232077 A

しかしながら従来は、梁補強金具111はテーパ部121を有しているため、ボルト接合によって梁補強金具111が梁113に取り付けられた場合、梁113の貫通孔115とテーパ部121の間に隙間ができる。そのため、梁113に荷重がかかった際に、梁113が梁補強金具111よりも先に変形してしまい、梁補強金具111が十分に梁113を補強することができないという問題があった。   However, conventionally, since the beam reinforcing bracket 111 has the tapered portion 121, when the beam reinforcing bracket 111 is attached to the beam 113 by bolt joining, there is a gap between the through hole 115 of the beam 113 and the tapered portion 121. it can. For this reason, when a load is applied to the beam 113, the beam 113 is deformed before the beam reinforcing bracket 111, and the beam reinforcing bracket 111 cannot sufficiently reinforce the beam 113.

本発明は、このような問題に鑑みてなされたもので、その目的は、ボルト接合を行っても、梁の補強を十分に行うことができる梁補強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 of the present invention is to provide a beam reinforcing metal fitting that can sufficiently reinforce a beam even when bolted.

前述した目的を達成するために、第1の発明は、梁に形成された貫通孔の周縁部に締結手段を用いて固定される梁補強金具であって、前記貫通孔周縁部と前記梁補強金具外周部とが密着部を有し、前記梁補強金具の内周部の全体に軸断面方向に曲面を有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、内周部と外周部の形状が異なってもよい。
また、前記梁補強金具は、耐火性を有してもよく、具体的には、少なくとも内周部に耐火材が設けられるか、あるいは全体が耐火鋼から形成される。
前記梁補強金具は、位置決め用印を設けてもよい。
第2の発明は、梁に設けられた貫通孔と、前記貫通孔に設けられ、内周部の全体に軸断面方向に曲面を有する孔が設けられた梁補強金具と、前記梁補強金具の前記孔に軸方向に対して斜めに通された配管と、を具備することを特徴とする配管構造である。
In order to achieve the above-mentioned object, the first invention is a beam reinforcing bracket fixed to a peripheral portion of a through hole formed in a beam by using a fastening means, the peripheral portion of the through hole and the beam reinforcing member. The beam reinforcing metal fitting is characterized in that the metal fitting outer peripheral portion has a close contact portion , and the entire inner peripheral portion of the beam reinforcing metal fitting has a curved surface in the axial cross-sectional direction .
The beam reinforcing bracket may have different inner and outer peripheral shapes.
Further, the beam reinforcing metal fitting may have fire resistance. Specifically, at least an inner peripheral portion is provided with a fireproof material, or the whole is formed of fireproof steel.
The beam reinforcing bracket may be provided with a positioning mark.
According to a second aspect of the present invention, there is provided a through hole provided in the beam, a beam reinforcing bracket provided in the through hole, and a hole having a curved surface in the axial cross-sectional direction on the entire inner peripheral portion, and the beam reinforcing bracket. A piping structure characterized by comprising a pipe that passes through the hole obliquely with respect to the axial direction.

本発明によれば、梁に形成された貫通孔の周縁部と梁補強金具の外周部が密着しているため、梁に荷重がかかった際にも梁と梁補強金具が一体となって荷重を支えるため、梁の補強を十分に行うことができる。   According to the present invention, since the peripheral portion of the through hole formed in the beam and the outer periphery of the beam reinforcing bracket are in close contact with each other, the beam and the beam reinforcing bracket are integrally loaded even when a load is applied to the beam. Because of this, the beam can be sufficiently reinforced.

また、梁補強金具の内周部の軸断面方向にテーパ部、もしくは曲面を有しているため、配管を梁に対して斜めに通すことができ、配管設計の自由度が上がる。 また、梁補強金具の内周部と外周部の形状が異なっており、様々な形状の配管を通しても、内周部と配管の間の隙間が小さいため、別途隙間を埋める工程が軽減され、作業性及びコストが改善される。 Moreover, since it has a taper part or a curved surface in the axial cross section direction of the inner peripheral part of a beam reinforcement metal fitting, piping can be passed diagonally with respect to a beam, and the freedom degree of piping design increases. In addition, the shape of the inner and outer peripheries of the beam reinforcement brackets is different, and the gap between the inner perimeter and the pipe is small even through various shapes of pipes. And cost is improved.

さらに、梁補強金具にあらかじめ耐火性を持たせているため、少なくとも梁補強金具の貫通孔の内周部に別途耐火材を吹きつける工程が不要となり、作業性及びコストが改善される。
また、梁補強金具に位置決め用印をあらかじめ設けてあるため、取り付けが容易になり、作業性が改善される。
In addition, since the beam reinforcing bracket is previously provided with fire resistance, a step of spraying a fire resistant material separately to at least the inner peripheral portion of the through hole of the beam reinforcing bracket is unnecessary, and workability and cost are improved.
Further, since the positioning marks are provided in advance on the beam reinforcing metal fittings, attachment becomes easy and workability is improved.

以下、図面に基づいて本発明に好適な実施形態を詳細に説明する。図1は、第1の実施形態に係る梁補強金具1を示すものであって、図1(a)は梁補強金具1の縦断面図、図1(b)は図1(a)のA方向矢視図、図1(c)は図1(a)のB方向矢視図である。   DESCRIPTION OF EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described in detail based on the drawings. FIG. 1 shows a beam reinforcing bracket 1 according to the first embodiment. FIG. 1 (a) is a longitudinal sectional view of the beam reinforcing bracket 1, and FIG. 1 (b) is A in FIG. 1 (a). A direction view, FIG.1 (c) is a B direction arrow view of Fig.1 (a).

梁補強金具1の本体2はリング状の形状をしており、外周部に薄肉状のフランジ部5を有し、フランジ部5と本体2の間には密着部3が設けられている。また、梁補強金具1の中心部には貫通孔9が設けられている。また、フランジ部5の中心付近にはボルト挿通孔12a、12b、12c、12dが設けられ、フランジ部5の外側の外周近傍には位置決め用印としての突出片13a、13b、13c、13dが設けられている。
梁補強金具1の材質は例えば圧延鋼材、鋳鋼、鍛鋼などである。
The main body 2 of the beam reinforcing bracket 1 has a ring shape, has a thin flange portion 5 on the outer peripheral portion, and a close contact portion 3 is provided between the flange portion 5 and the main body 2. In addition, a through hole 9 is provided at the center of the beam reinforcing bracket 1. Bolt insertion holes 12a, 12b, 12c, 12d are provided near the center of the flange portion 5, and projecting pieces 13a, 13b, 13c, 13d as positioning marks are provided near the outer periphery of the flange portion 5. ing.
The material of the beam reinforcing bracket 1 is, for example, rolled steel, cast steel, forged steel, or the like.

次に、梁補強金具1の取り付け方法について図2及び図3を用いて説明する。図2は梁15への取り付けを示す図であって、図2(a)は、梁補強金具1を取り付ける前の梁15の貫通孔17付近を示す図、図2(b)は梁補強金具1を梁15に取り付けた後の梁補強金具1および梁15を示す図である。また図3は図2(b)のC−C断面図である。   Next, a method for attaching the beam reinforcing bracket 1 will be described with reference to FIGS. 2A and 2B are diagrams showing the attachment to the beam 15. FIG. 2A is a diagram showing the vicinity of the through hole 17 of the beam 15 before the beam reinforcement bracket 1 is attached, and FIG. 2B is the beam reinforcement bracket. It is a figure which shows the beam reinforcement metal fitting 1 and the beam 15 after attaching 1 to the beam 15. FIG. FIG. 3 is a cross-sectional view taken along the line CC of FIG.

図2(a)に示すように、梁15に設けられた貫通孔17の外周近傍には位置決め用印としてのけがき線19a、19b、19c、19dおよび、ボルト挿通孔18a、18b、18c、18dが設けられている。取り付けの際には、図2(b)に示すように、梁補強金具1の突出片13a、13b、13c、13dと貫通孔17のけがき線19a、19b、19c、19dをそれぞれ合わせて取り付ける。   As shown in FIG. 2A, in the vicinity of the outer periphery of the through-hole 17 provided in the beam 15, marking lines 19a, 19b, 19c, 19d as positioning marks and bolt insertion holes 18a, 18b, 18c, 18d are provided. Is provided. At the time of attachment, as shown in FIG. 2 (b), the protruding pieces 13a, 13b, 13c, 13d of the beam reinforcing bracket 1 and the marking lines 19a, 19b, 19c, 19d of the through holes 17 are attached together. .

図2(b)および図3に示すように、梁15に梁補強金具1を取り付けた後に、ボルト21a、21b、21c、21dを梁補強金具1のボルト挿通孔12a、12b、12c、12dおよび梁15のボルト挿通孔18a、18b、18c、18dに通し、ナット25、ワッシャ23等の締結手段を用いて、梁補強金具1を梁15に固定する。この際、梁補強金具1の密着部3と、梁15の平面状の端面20が密着するように固定する。その後、必要に応じて梁補強金具1及び梁15に耐火材を吹き付け、そして、貫通孔9に配管等を設置する。   As shown in FIGS. 2B and 3, after attaching the beam reinforcing bracket 1 to the beam 15, the bolts 21 a, 21 b, 21 c, and 21 d are inserted into the bolt insertion holes 12 a, 12 b, 12 c, 12 d and the beam reinforcing bracket 1. The beam reinforcing metal fitting 1 is fixed to the beam 15 using fastening means such as a nut 25 and a washer 23 through the bolt insertion holes 18a, 18b, 18c, and 18d of the beam 15. At this time, fixing is performed so that the contact portion 3 of the beam reinforcing bracket 1 and the planar end surface 20 of the beam 15 are in close contact. Thereafter, a fireproof material is sprayed on the beam reinforcing bracket 1 and the beam 15 as necessary, and piping or the like is installed in the through hole 9.

このように、第1の実施形態によれば、梁補強金具1の密着部3と梁15の端面20が密着している。従って、梁補強金具1と梁15の間に隙間ができず、梁に荷重がかかった際にも梁と梁補強金具が一体となって荷重を支えるため、梁の補強を十分に行うことができる。
また第1の実施形態によれば、梁補強金具1に位置決め用印としての突出片13a、13b、13c、13dをあらかじめ設けてある。従って梁の貫通孔17の形状の歪等により、梁15に梁補強金具1を取り付ける際に位置決めが必要になる場合であっても、容易に位置決めを行うことができ、作業性が改善される。
Thus, according to 1st Embodiment, the contact part 3 of the beam reinforcement metal fitting 1 and the end surface 20 of the beam 15 are closely_contact | adhered. Therefore, there is no gap between the beam reinforcing bracket 1 and the beam 15, and the beam and the beam reinforcing bracket are integrated to support the load even when a load is applied to the beam. Therefore, the beam can be sufficiently reinforced. it can.
Moreover, according to 1st Embodiment, the protrusion pieces 13a, 13b, 13c, and 13d as a positioning mark are provided in the beam reinforcement metal fitting 1 beforehand. Therefore, even when positioning is necessary when attaching the beam reinforcing bracket 1 to the beam 15 due to distortion of the shape of the through-hole 17 of the beam, the positioning can be easily performed and workability is improved. .

次に、第2の実施形態について説明する。図4は第2の実施形態に係る梁補強金具35を示す図であって、図4(a)は梁補強金具35の縦断面図、図4(b)は図4(a)のD方向矢視図、図4(c)は図5(a)のE方向矢視図である。第2の実施形態に係る梁補強金具35は、第1の実施形態に係る梁補強金具1に耐火材44を設けたものである。 Next, a second embodiment will be described. 4A and 4B are views showing a beam reinforcing bracket 35 according to the second embodiment, in which FIG. 4A is a longitudinal sectional view of the beam reinforcing bracket 35, and FIG. 4B is a direction D in FIG. 4A. An arrow view and FIG.4 (c) are E direction arrow views of Fig.5 (a). The beam reinforcing bracket 35 according to the second embodiment is obtained by providing a refractory material 44 to the beam reinforcing bracket 1 according to the first embodiment.

梁補強金具35の本体37はリング状の形状をしており、外周部に薄肉状のフランジ部39を有し、フランジ部39と本体37の間には密着部41が設けられている。また、梁補強金具35の中心部には貫通孔43が設けられ、貫通孔43には耐火材44が設けられている。また、フランジ部39の中心付近にはボルト挿通孔45a、45b、45c、45dが設けられ、フランジ部39の外側の外周近傍には位置決め用印としての突出片47a、47b、47c、47dが設けられている。
梁補強金具35の本体37の材質は例えば圧延鋼材、鋳鋼、鍛鋼などである。
耐火材44の材質は例えばグラスウール、耐火セラミックスなどである。
A main body 37 of the beam reinforcing bracket 35 has a ring shape, has a thin flange portion 39 on the outer peripheral portion, and a close contact portion 41 is provided between the flange portion 39 and the main body 37. A through hole 43 is provided at the center of the beam reinforcing bracket 35, and a refractory material 44 is provided in the through hole 43. Bolt insertion holes 45a, 45b, 45c, 45d are provided near the center of the flange portion 39, and projecting pieces 47a, 47b, 47c, 47d as positioning marks are provided near the outer periphery of the flange portion 39. ing.
The material of the main body 37 of the beam reinforcing bracket 35 is, for example, rolled steel, cast steel, forged steel, or the like.
The material of the refractory material 44 is, for example, glass wool or refractory ceramics.

梁補強金具35も、前述した第1の実施形態と同様にボルト等の締結手段によって梁15に取り付けられる。その後、必要に応じて梁補強金具35及び梁15に耐火材を吹き付け、そして、貫通孔43に配管等を設置する。   The beam reinforcing bracket 35 is also attached to the beam 15 by fastening means such as bolts as in the first embodiment. Thereafter, a fireproof material is sprayed on the beam reinforcing bracket 35 and the beam 15 as necessary, and piping or the like is installed in the through hole 43.

このように、第2の実施形態によれば、梁補強金具35の密着部41と梁15の端面20が密着されるので、梁補強金具35と梁15の間の隙間ができず、梁15に荷重がかかった際にも梁15と梁補強金具35が一体となって荷重を支えるため、梁15の補強を十分に行うことができる。また、梁補強金具35の貫通孔43にあらかじめ耐火材44を設けている。従って取り付けの際に少なくとも貫通孔43の内周に別途耐火材を吹きつける工程が不要になり、作業性及びコストが改善される。
なお、第2の実施形態では、梁補強金具35の貫通孔43の周囲に耐火材44を設けているが、耐火材44を設けずに、梁補強金具35全体を耐火鋼で形成し、耐火性をもたせてもよい。
As described above, according to the second embodiment, the close contact portion 41 of the beam reinforcing bracket 35 and the end surface 20 of the beam 15 are in close contact with each other, so that a gap between the beam reinforcing bracket 35 and the beam 15 cannot be formed. Even when a load is applied to the beam 15, the beam 15 and the beam reinforcing bracket 35 integrally support the load, so that the beam 15 can be sufficiently reinforced. In addition, a refractory material 44 is provided in advance in the through hole 43 of the beam reinforcing bracket 35. This eliminates the need for a separate step of spraying a refractory material on at least the inner periphery of the through-hole 43 during installation, improving workability and cost.
In the second embodiment, the refractory material 44 is provided around the through hole 43 of the beam reinforcing bracket 35. However, the entire beam reinforcing bracket 35 is formed of refractory steel without providing the refractory material 44, and the fire resistant material is provided. You may have sex.

次に、第3の実施形態について説明する。図5は第3の実施形態に係る梁補強金具51を示す図であって、図5(a)は梁補強金具51の縦断面図、図5(b)は図5(a)のF方向矢視図、図5(c)は図5(a)のG方向矢視図である。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の貫通孔9を矩形としたものである。 Next, a third embodiment will be described. 5A and 5B are views showing a beam reinforcing bracket 51 according to the third embodiment, in which FIG. 5A is a longitudinal sectional view of the beam reinforcing bracket 51, and FIG. 5B is a direction F in FIG. 5A. An arrow view and FIG.5 (c) are G direction arrow view views of Fig.5 (a). In the beam reinforcing bracket 51 according to the third embodiment, the through hole 9 of the beam reinforcing bracket 1 according to the first embodiment is rectangular.

梁補強金具51の本体53はリング状の形状をしており、外周部には薄肉状のフランジ部55を有し、フランジ部55と本体53の間には密着部57が設けられている。また、梁補強金具51の中心には矩形の貫通孔59が設けられている。また、フランジ部5の中心付近にはボルト挿通孔60a、60b、60c、60dが設けられ、フランジ部55の外側の外周近傍には、位置決め用印としての突出片61a、61b、61c、61dが設けられている。 A main body 53 of the beam reinforcing bracket 51 has a ring shape, and has a thin-walled flange portion 55 on the outer peripheral portion, and a close contact portion 57 is provided between the flange portion 55 and the main body 53. A rectangular through hole 59 is provided in the center of the beam reinforcing bracket 51. Bolt insertion holes 60a, 60b, 60c, 60d are provided near the center of the flange portion 5, and projecting pieces 61a, 61b, 61c, 61d as positioning marks are provided near the outer periphery of the flange portion 55. It has been.

梁補強金具51も、前述した第1の実施形態と同様にボルト等の締結手段によって梁15に取り付けられる。その後、必要に応じて梁補強金具51及び梁15に耐火材を吹き付け、そして、貫通孔59に配管等を設置する。 The beam reinforcing bracket 51 is also attached to the beam 15 by fastening means such as bolts as in the first embodiment. Thereafter, a fireproof material is sprayed on the beam reinforcing bracket 51 and the beam 15 as necessary, and piping or the like is installed in the through hole 59.

このように、第3の実施形態によれば、第1の実施形態と同様の効果を奏する他、梁補強金具51の貫通孔59を矩形にしている。従って、貫通孔59に矩形の配管を通しても貫通孔59と配管の間の隙間が小さいため、別途隙間を埋める工程が軽減され、作業性及びコストが改善される。 As described above, according to the third embodiment, the same effect as that of the first embodiment is obtained, and the through hole 59 of the beam reinforcing bracket 51 is rectangular. Therefore, since the gap between the through hole 59 and the pipe is small even when the rectangular pipe is passed through the through hole 59, the process of filling the gap is reduced, and workability and cost are improved.

次に、第4の実施形態について説明する。図6は第4の実施形態に係る梁補強金具65を示す図であって、図6(a)は梁補強金具65の縦断面図、図6(b)は図6(a)のH方向矢視図、図6(c)は図6(a)のI方向矢視図である。第4の実施形態に係る梁補強金具65は、第1の実施形態に係る梁補強金具1の貫通孔9を長円としたものである。 Next, a fourth embodiment will be described. 6A and 6B are views showing a beam reinforcing bracket 65 according to the fourth embodiment, in which FIG. 6A is a longitudinal sectional view of the beam reinforcing bracket 65, and FIG. 6B is an H direction of FIG. 6A. An arrow view and FIG.6 (c) are I direction arrow view views of Fig.6 (a). In the beam reinforcing metal fitting 65 according to the fourth embodiment, the through hole 9 of the beam reinforcing metal fitting 1 according to the first embodiment is formed into an ellipse.

梁補強金具65の本体67はリング状の形状をしており、外周部には薄肉状のフランジ部69を有し、フランジ部69と本体67の間には密着部71が設けられている。また、梁補強金具65の中心には長円の貫通孔73が設けられている。また、フランジ部69の中心付近にはボルト挿通孔76a、76b、76c、76dが設けられ、フランジ部69の外側の外周近傍には、位置決め用印としての突出片77a、77b、77c、77dが設けられている。 A main body 67 of the beam reinforcing bracket 65 has a ring shape, and has a thin-walled flange portion 69 on the outer peripheral portion, and a close contact portion 71 is provided between the flange portion 69 and the main body 67. An elliptical through hole 73 is provided at the center of the beam reinforcing metal fitting 65. Further, bolt insertion holes 76a, 76b, 76c, 76d are provided in the vicinity of the center of the flange portion 69, and projecting pieces 77a, 77b, 77c, 77d as positioning marks are provided in the vicinity of the outer periphery of the flange portion 69. It has been.

梁補強金具65も、前述した第1の実施形態と同様にボルト等の締結手段によって梁15に取り付けられる。その後、必要に応じて梁補強金具65及び梁15に耐火材を吹き付け、そして、貫通孔73に配管等を設置する。 The beam reinforcing metal fitting 65 is also attached to the beam 15 by fastening means such as bolts as in the first embodiment. Thereafter, a fireproof material is sprayed on the beam reinforcing bracket 65 and the beam 15 as necessary, and piping or the like is installed in the through hole 73.

このように、第4の実施形態によれば、第1の実施形態と同様の効果を奏する他、梁補強金具65の貫通孔73を長円にしている。従って、貫通孔73に円筒形の配管を2本横に並べて通しても貫通孔73と配管の間の隙間が小さいため、別途隙間を埋める工程が軽減され、作業性及びコストが改善される。 As described above, according to the fourth embodiment, the same effect as that of the first embodiment is obtained, and the through hole 73 of the beam reinforcing metal fitting 65 is formed into an ellipse. Therefore, even if two cylindrical pipes are arranged side by side through the through-hole 73, the gap between the through-hole 73 and the pipe is small, so that the process of filling the gap is reduced, and workability and cost are improved.

次に、第5の実施形態について説明する。図7は第5の実施形態に係る梁補強金具81を示す図であって、図7(a)は梁補強金具81の縦断面図、図7(b)は図7(a)のJ方向矢視図、図7(c)は図7(a)のK方向矢視図である。尚、取り付け方法は第1の実施形態と同様であるため、省略する。第5の実施形態に係る梁補強金具81は、第1の実施形態に係る梁補強金具1の貫通孔9にテーパ部91を設けたものである。 Next, a fifth embodiment will be described. 7A and 7B are views showing a beam reinforcing bracket 81 according to the fifth embodiment, in which FIG. 7A is a longitudinal sectional view of the beam reinforcing bracket 81, and FIG. 7B is a J direction of FIG. 7A. An arrow view and FIG.7 (c) are K direction arrow view views of Fig.7 (a). Note that the mounting method is the same as that in the first embodiment, and is omitted. The beam reinforcing bracket 81 according to the fifth embodiment is provided with a tapered portion 91 in the through hole 9 of the beam reinforcing bracket 1 according to the first embodiment.

梁補強金具81の本体83はリング状の形状をしており、外周部には薄肉状のフランジ部85を有し、フランジ部85と本体83の間には密着部87が設けられている。また、梁補強金具81の中心には貫通孔89が設けられ、貫通孔89の内周にはテーパ部91が設けられている。また、フランジ部85の中心付近にはボルト挿通孔93a、93b、93c、93dが設けられ、フランジ部85の外側の外周近傍には、位置決め用印としての突出片95a、95b、95c、95dが設けられている。 A main body 83 of the beam reinforcing metal member 81 has a ring shape, and has a thin-walled flange portion 85 on the outer peripheral portion, and a close contact portion 87 is provided between the flange portion 85 and the main body 83. A through hole 89 is provided at the center of the beam reinforcing bracket 81, and a tapered portion 91 is provided at the inner periphery of the through hole 89. Further, bolt insertion holes 93a, 93b, 93c, 93d are provided near the center of the flange portion 85, and projecting pieces 95a, 95b, 95c, 95d as positioning marks are provided near the outer periphery of the flange portion 85. It has been.

梁補強金具81も、前述した第1の実施形態と同様にボルト等の締結手段によって梁15に取り付けられる。その後、必要に応じて梁補強金具81及び梁15に耐火材を吹き付け、そして、貫通孔89に配管等を設置する。 The beam reinforcing bracket 81 is also attached to the beam 15 by fastening means such as bolts as in the first embodiment. Thereafter, a fireproof material is sprayed on the beam reinforcing bracket 81 and the beam 15 as necessary, and piping or the like is installed in the through hole 89.

図8は第5の実施形態において配管97を設置する際の梁補強金具81を示すものであって、図8(a)は梁補強金具81の貫通孔89近傍の縦断面図である。また図8(b)、図8(c)は図8(a)の変形例を示す図である。
図8(a)に示すように、梁補強金具81の貫通孔89の内周にテーパ部91を設けてあるため、配管97を梁補強金具81および梁15に対して斜めに貫通孔89に通すことができる。
また、図8(b)に示すように、貫通孔89の内周に、全体に曲面を有する曲面91bを設けてもよい。また、図8(c)に示すような曲面91cのように、全体が曲面ではなく、端部のみ曲面になっていてもよい。
FIG. 8 shows the beam reinforcing bracket 81 when the pipe 97 is installed in the fifth embodiment, and FIG. 8A is a longitudinal sectional view in the vicinity of the through hole 89 of the beam reinforcing bracket 81. FIGS. 8B and 8C are diagrams showing a modification of FIG. 8A.
As shown in FIG. 8A, since the tapered portion 91 is provided on the inner periphery of the through hole 89 of the beam reinforcing bracket 81, the pipe 97 is formed into the through hole 89 obliquely with respect to the beam reinforcing bracket 81 and the beam 15. Can pass through.
Further, as shown in FIG. 8B, a curved surface 91 b having a curved surface as a whole may be provided on the inner periphery of the through hole 89. Further, as in a curved surface 91c as shown in FIG. 8C, the whole may be a curved surface only at the end portion, not a curved surface.

このように、第5の実施形態によれば、第1の実施形態と同様の効果を奏する他、梁補強金具81の貫通孔89の内周にテーパ部91を設けてある。従って、配管97を梁15に対して斜めに貫通孔31に通すことができるため、配管設計の自由度を上げることができる。 Thus, according to the fifth embodiment, in addition to the same effects as those of the first embodiment, the tapered portion 91 is provided on the inner periphery of the through hole 89 of the beam reinforcing bracket 81. Accordingly, since the pipe 97 can be passed through the through hole 31 obliquely with respect to the beam 15, the degree of freedom in pipe design can be increased.

次に、第6の実施形態について説明する。図9は第6の実施形態に係る梁補強金具101を示す図である。第6の実施形態に係る梁補強金具101は、第1の実施形態に係る梁補強金具1の突出部13a、13b、3c、13dの代わりに、けがき線105a、105b、105c、105dを設けたものである。 Next, a sixth embodiment will be described. FIG. 9 is a view showing a beam reinforcing metal fitting 101 according to the sixth embodiment. The beam reinforcing bracket 101 according to the sixth embodiment is provided with marking lines 105a, 105b, 105c, and 105d instead of the protruding portions 13a, 13b, 3c, and 13d of the beam reinforcing bracket 1 according to the first embodiment. It is a thing.

梁補強金具101のフランジ部103の外側の外周近傍には、位置決め用印としてのけがき線105a、105b、105c、105dが設けられている。
なお、けがき線105a、105b、105c、105dはフランジ部103の側面部のみに設けてもよい。
In the vicinity of the outer periphery of the flange portion 103 of the beam reinforcing bracket 101, marking lines 105a, 105b, 105c, and 105d are provided as positioning marks.
The marking lines 105 a, 105 b, 105 c, and 105 d may be provided only on the side surface portion of the flange portion 103.

このように、第6の実施形態によれば、第1の実施形態と同様の効果を奏する他、梁補強金具101に位置決め用印としてのけがき線105a、105b、105c、105dをあらかじめ設けてあるため、位置決め用印として、別途突出片等を梁補強金具101に取り付ける必要がない。尚、位置決め用印は突出片、けがき線のほか、凹状の溝を設けるようにしてもよい。 As described above, according to the sixth embodiment, the same effects as those of the first embodiment can be obtained, and the marking lines 105a, 105b, 105c, and 105d as positioning marks are provided in advance on the beam reinforcing bracket 101. Therefore, it is not necessary to separately attach a protruding piece or the like to the beam reinforcing bracket 101 as a positioning mark. The positioning mark may be provided with a concave groove in addition to the protruding piece and the marking line.

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.

第1の実施形態の梁補強金具1を示す図。The figure which shows the beam reinforcement metal fitting 1 of 1st Embodiment. 第1の実施形態の梁補強金具1の取り付け方法を示す図。The figure which shows the attachment method of the beam reinforcement metal fitting 1 of 1st Embodiment. 第1の実施形態の梁補強金具1の取り付け方法を示す図。The figure which shows the attachment method of the beam reinforcement metal fitting 1 of 1st Embodiment. 第2の実施形態の梁補強金具35を示す図The figure which shows the beam reinforcement metal fitting 35 of 2nd Embodiment. 第3の実施形態の梁補強金具51を示す図。The figure which shows the beam reinforcement metal fitting 51 of 3rd Embodiment. 第4の実施形態の梁補強金具65を示す図。The figure which shows the beam reinforcement metal fitting 65 of 4th Embodiment. 第5の実施形態の梁補強金具81を示す図。The figure which shows the beam reinforcement metal fitting 81 of 5th Embodiment. 第5の実施形態において配管97を設置する際の梁補強金具81を示す図。The figure which shows the beam reinforcement metal fitting 81 at the time of installing the piping 97 in 5th Embodiment. 第6の実施形態の梁補強金具91を示す図。The figure which shows the beam reinforcement metal fitting 91 of 6th Embodiment. 梁補強金具111を取り付けた梁113を示す斜視図。The perspective view which shows the beam 113 which attached the beam reinforcement metal fitting 111. FIG. 梁補強金具111を取り付けた梁113の縦断面図。The longitudinal cross-sectional view of the beam 113 which attached the beam reinforcement metal fitting 111. FIG.

符号の説明Explanation of symbols

1…………梁補強金具
2…………本体
3…………密着部
5…………フランジ部
9…………貫通孔
12a……ボルト挿通孔
13a……突出片
15………梁
17………貫通孔
18a……ボルト挿通孔
19a……けがき線
20………端面
21a……ボルト
23………ワッシャ
25………ナット
35………梁補強金具
44………耐火材
51………梁補強金具
59………貫通孔
65………梁補強金具
73………貫通孔
81………梁補強金具
91………テーパ部
91b……曲面
91c……曲面
101………梁補強金具
105a……けがき線
111………梁補強金具
113………梁
115………貫通孔
121………テーパ部
1 ………… Beam reinforcement bracket 2 ………… Body 3 ………… Close contact part 5 ………… Flange part 9 ………… Through hole 12a …… Bolt insertion hole 13a …… Projecting piece 15 ………… Beam 17 ......... Through hole 18a ... Bolt insertion hole 19a ... Mark line 20 ......... End face 21a ... Bolt 23 ......... Washer 25 ......... Nut 35 ......... Beam reinforcement bracket 44 ......... Fireproof Material 51... Beam reinforcement bracket 59... Through hole 65... Beam reinforcement bracket 73... Through hole 81 ... Beam reinforcement bracket 91 ... Tapered portion 91b ... Curved surface 91c. …… Beam reinforcement bracket 105a …… Marking line 111 …… Beam reinforcement bracket 113 ……… Beam 115 ……… Through hole 121… ...... Tapered portion

Claims (7)

梁に形成された貫通孔の周縁部に締結手段を用いて固定される梁補強金具であって、前記貫通孔周縁部と前記梁補強金具外周部とが密着部を有し、前記梁補強金具の内周部の全体に軸断面方向に曲面を有することを特徴とする梁補強金具。 A beam reinforcing bracket fixed to a peripheral portion of a through hole formed in a beam by using a fastening means, wherein the peripheral portion of the through hole and the outer peripheral portion of the beam reinforcing bracket have a close contact portion , and the beam reinforcing bracket A beam reinforcing metal fitting having a curved surface in the axial cross-sectional direction on the entire inner peripheral portion thereof . 前記梁補強金具は、内周部と外周部の形状が異なることを特徴とする請求項1記載の梁補強金具。   The beam reinforcing bracket according to claim 1, wherein the beam reinforcing bracket has different shapes of an inner peripheral portion and an outer peripheral portion. 前記梁補強金具は、耐火性を有することを特徴とする請求項1または請求項2に記載の梁補強金具。 The said beam reinforcement metal fitting has fire resistance, The beam reinforcement metal fitting of Claim 1 or Claim 2 characterized by the above-mentioned. 前記梁補強金具は、少なくとも内周部に耐火材を設けたことを特徴とする請求項記載の梁補強金具。 The beam reinforcing bracket according to claim 3 , wherein the beam reinforcing bracket is provided with a refractory material at least on an inner peripheral portion thereof. 前記梁補強金具は、耐火鋼からなることを特徴とする請求項記載の梁補強金具。 The beam reinforcing bracket according to claim 3 , wherein the beam reinforcing bracket is made of refractory steel. 前記梁補強金具は、位置決め用印を有することを特徴とする請求項1から請求項5のいずれかに記載の梁補強金具。   The said beam reinforcement metal fitting has a mark for positioning, The beam reinforcement metal fitting in any one of Claims 1-5 characterized by the above-mentioned. 梁に設けられた貫通孔と、
前記貫通孔に設けられ、内周部の全体に軸断面方向に曲面を有する孔が設けられた梁補強金具と、
前記梁補強金具の前記孔に軸方向に対して斜めに通された配管と、
を具備することを特徴とする配管構造
A through hole provided in the beam;
A beam reinforcing bracket provided in the through-hole, and provided with a hole having a curved surface in the axial cross-sectional direction on the entire inner peripheral portion;
A pipe that is passed through the hole of the beam reinforcing bracket obliquely with respect to the axial direction;
A piping structure characterized by comprising:
JP2004223134A 2004-07-30 2004-07-30 Beam reinforcement bracket and piping structure Active JP4319107B2 (en)

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