JP5141592B2 - Refractory coating structure in the pipe insertion part of the beam - Google Patents

Refractory coating structure in the pipe insertion part of the beam Download PDF

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JP5141592B2
JP5141592B2 JP2009039655A JP2009039655A JP5141592B2 JP 5141592 B2 JP5141592 B2 JP 5141592B2 JP 2009039655 A JP2009039655 A JP 2009039655A JP 2009039655 A JP2009039655 A JP 2009039655A JP 5141592 B2 JP5141592 B2 JP 5141592B2
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fireproof
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JP2010196275A (en
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享 齋藤
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Sekisui House Ltd
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この発明は、H形鋼からなる梁の配管挿通部における耐火被覆構造に関する。   The present invention relates to a fireproof covering structure in a pipe insertion portion of a beam made of H-shaped steel.

一般に、鉄骨構造の耐火建築物においては、火災時の構造材の温度上昇に伴う耐力低下を防止するために、主要構造材に耐火被覆処理が施されている。この種の耐火被覆処理として、耐火被覆材を主要構造材に巻き付ける方法が知られている。   In general, in a fire-resistant building having a steel structure, a fire-resistant coating treatment is applied to a main structural material in order to prevent a decrease in yield strength accompanying a temperature increase of the structural material at the time of a fire. As this kind of fireproof coating treatment, a method of winding a fireproof coating material around a main structural material is known.

図7及び図8は、H形鋼からなる梁における耐火被覆構造の一例を示している。図7に示す構造では、梁1の上下フランジ2、3及びウエブ4に沿わせるように耐火被覆材5が巻き付けられ、図8に示す構造では、梁1のウエブ4に対して隙間をあけるようにして耐火被覆材5が巻き付けられている。   7 and 8 show an example of a fireproof covering structure in a beam made of H-section steel. In the structure shown in FIG. 7, the fireproof coating 5 is wound around the upper and lower flanges 2 and 3 and the web 4 of the beam 1, and in the structure shown in FIG. 8, a gap is formed with respect to the web 4 of the beam 1. Thus, the fireproof covering material 5 is wound.

そして、図7に示す構造の場合、梁1のウエブ4に形成した挿通孔へ配管を挿通させる配管挿通部においては、図9に示すように、耐火被覆材5に対して梁1の挿通孔6に対応した貫通孔7、7を形成して、これら貫通孔7、7を貫通させながら配管8を挿通孔6へ挿通させるようにしている。また、貫通孔7、7の代わりに、耐火被覆材5に対して切り込みを形成することもなされている。   In the case of the structure shown in FIG. 7, in the pipe insertion portion for inserting the pipe into the insertion hole formed in the web 4 of the beam 1, as shown in FIG. 9, the insertion hole of the beam 1 with respect to the fireproof covering material 5. Through holes 7 and 7 corresponding to 6 are formed, and the pipe 8 is inserted into the insertion hole 6 while passing through the through holes 7 and 7. Further, in place of the through holes 7 and 7, a cut is formed in the fireproof covering material 5.

図8に示す構造の場合、梁1のウエブ4に形成した挿通孔へ配管を挿通させる配管挿通部においては、図10に示すように、耐火被覆材5に対して梁1の挿通孔6に対応した貫通孔7、7を形成し、これら貫通孔7、7及び挿通孔6に耐火材9aを巻き付けた管材9を挿通させることで、ウエブ4と耐火被覆材5との間の隙間を塞いで、耐火材9aを巻き付けた管材9に配管8を挿通させるようにしている。また、貫通孔7、7の代わりに、耐火被覆材5に対して切り込みを形成することもなされている。   In the case of the structure shown in FIG. 8, in the pipe insertion part for inserting the pipe into the insertion hole formed in the web 4 of the beam 1, as shown in FIG. 10, the insertion hole 6 of the beam 1 with respect to the fireproof covering 5 is provided. Corresponding through-holes 7 and 7 are formed, and a tube material 9 around which a refractory material 9 a is wound is inserted into the through-holes 7 and 7 and the insertion hole 6, thereby closing a gap between the web 4 and the refractory coating material 5. Thus, the pipe 8 is inserted through the pipe 9 around which the refractory material 9a is wound. Further, in place of the through holes 7 and 7, a cut is formed in the fireproof covering material 5.

このようなH形鋼からなる梁の配管挿通部における耐火被覆構造は、例えば特許文献1に開示されている。   Such a fireproof covering structure in a pipe insertion portion of a beam made of H-shaped steel is disclosed in Patent Document 1, for example.

特開2005−179904号公報JP 2005-179904 A

上記の図9及び図10に示す構造においては、耐火被覆材5とその貫通孔7、7に貫通させた配管8や管材9との間に隙間が生じていると、梁1が熱に曝され易くなって耐火性能を著しく損なうことになるから、配管径や管材径に合わせて耐火被覆材5に貫通孔7、7を精度良く形成する必要があるが、この場合、現場での作業性が非常に悪くなるといった不具合があった。なお、耐火被覆材5は、梁1に巻き付けて施工するものであるから、工場等において予め貫通孔7、7を形成した場合、巻き付け時に梁1の挿通孔6に対してズレが生じ易く、このため貫通孔7、7の孔開け作業は通常現場で行われる。   In the structure shown in FIG. 9 and FIG. 10 described above, if there is a gap between the fireproof covering material 5 and the pipe 8 or the pipe material 9 penetrating the through-holes 7 and 7, the beam 1 is exposed to heat. It is necessary to form the through-holes 7 and 7 in the fireproof covering material 5 with high accuracy in accordance with the pipe diameter and the pipe material diameter. There was a problem that became very bad. In addition, since the fireproof covering material 5 is to be wound around the beam 1, when the through-holes 7 and 7 are formed in advance in a factory or the like, misalignment is likely to occur with respect to the insertion hole 6 of the beam 1 during winding. For this reason, the drilling of the through holes 7, 7 is usually performed on site.

また、貫通孔7、7の代わりに、耐火被覆材5に対して切り込みを形成する場合には、現場での高精度な孔開け作業を不要とすることができるが、配管8や管材9の挿通時に耐火被覆材5の切り込み周辺が捲れ上がったり、剥がされたりすることで、耐火被覆材5とその貫通孔7、7に貫通させた配管8や管材9との間に隙間が生じて、梁1のウエブ4が露出することから、配管挿通後に露出した部分を遮蔽するための補修工事が必要となり、特に補修箇所が多数ある場合には、補修忘れを生じたり、補修工事に多く時間を費やして工期延長を強いられるといった不具合があった。   In addition, when a cut is formed in the fireproof coating material 5 instead of the through holes 7, 7, it is possible to eliminate the need for highly accurate drilling work on site, but the piping 8 and the pipe material 9 As the periphery of the cut of the fireproof coating material 5 is rolled up or peeled off during insertion, a gap is created between the fireproof coating material 5 and the pipe 8 or pipe material 9 penetrating through the through holes 7, 7. Since the web 4 of 1 is exposed, it is necessary to perform repair work to shield the exposed part after pipe insertion. Especially when there are many repair points, forgetting repair or spending a lot of time on repair work. There was a problem that forced to extend the construction period.

そこで、この発明は、上記の不具合を解消して、現場での作業性に優れ、配管挿通後の補修工事も不要することができる梁の配管挿通部における耐火被覆構造の提供を目的とする。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a fireproof covering structure in a pipe insertion portion of a beam that solves the above-described problems, has excellent workability on site, and can eliminate the need for repair work after the pipe insertion.

上記課題を解決するため、本発明の梁の配管挿通部における耐火被覆構造は、H形鋼からなる梁10のウエブ12に形成した配管挿通孔13周りに、前記ウエブ12を両側から挟み込むようにして例えばロックウールからなる一対の耐火充填材15、15を取り付けて、前記ウエブ12の配管挿通孔13と前記一対の耐火充填材15、15に夫々形成した貫通孔17、17とを互いに重ね合わせ、前記一対の耐火充填材15、15を包み込むようにして前記梁10に巻き付けた例えばロックウールからなる耐火被覆材20に、前記一対の耐火充填材15、15の貫通孔17、17に夫々対向する一対の切り込み21、21を形成して、一方の切り込み21から挿入した配管30を、前記配管挿通孔13及び前記貫通孔17、17に挿通させて、他方の切り込み21から抜き出したことを特徴としている。   In order to solve the above-mentioned problems, the fireproof covering structure in the pipe insertion portion of the beam according to the present invention is configured such that the web 12 is sandwiched from both sides around the pipe insertion hole 13 formed in the web 12 of the beam 10 made of H-shaped steel. A pair of fireproof fillers 15 and 15 made of rock wool, for example, are attached, and the pipe insertion hole 13 of the web 12 and the through holes 17 and 17 formed in the pair of fireproof fillers 15 and 15 are overlapped with each other. The fireproof covering material 20 made of, for example, rock wool wound around the beam 10 so as to enclose the pair of fireproof filler materials 15 and 15 is opposed to the through holes 17 and 17 of the pair of fireproof filler materials 15 and 15, respectively. A pair of cuts 21 and 21 are formed, and a pipe 30 inserted from one cut 21 is inserted through the pipe insertion hole 13 and the through holes 17 and 17. It is characterized in that extracted from the other notch 21.

また、前記一対の耐火充填材15、15の貫通孔17、17を、前記配管挿通孔13よりも小径として、前記一対の耐火充填材15、15に、前記貫通孔17、17を囲むようにして前記配管挿通孔13と略同径の切取線18、18を形成している。   Further, the through holes 17 and 17 of the pair of refractory fillers 15 and 15 have a smaller diameter than the pipe insertion hole 13 so that the pair of refractory fillers 15 and 15 surround the through holes 17 and 17. Cut lines 18 and 18 having substantially the same diameter as the pipe insertion hole 13 are formed.

さらに、前記一対の耐火充填材15、15を、前記梁10の上下フランジ11、11間に跨って圧入して、前記梁10の上下フランジ11、11とウエブ12によって囲まれた略コ字状部位に収まるように取り付けている。   Further, the pair of refractory fillers 15, 15 is press-fitted between the upper and lower flanges 11, 11 of the beam 10, and is surrounded by the upper and lower flanges 11, 11 of the beam 10 and the web 12. It is attached so as to fit in the part.

また、前記耐火被覆材20を、前記一対の耐火充填材15、15における前記梁10のウエブ12に接する側面とは反対側の外側面16、16及び前記梁10の下フランジ11の下面に沿わせながら巻き付けている。   Further, the fireproof covering material 20 is disposed along the outer surfaces 16 and 16 opposite to the side of the pair of fireproof fillers 15 and 15 that are in contact with the web 12 of the beam 10 and the lower surface of the lower flange 11 of the beam 10. Winding while letting.

この発明の梁の配管挿通部における耐火被覆構造においては、耐火被覆材に切り込みを形成して、配管を挿通させているので、耐火被覆材に対する現場での高精度な孔開け作業を不要として、作業性の向上を図ることができる。しかも、配管挿通時に、耐火被覆材の切り込み周辺が捲れ上がったり、剥がされたりしても、耐火被覆材の内側において梁のウエブを挟み込むようにして耐火充填材が設けられているので、梁のウエブの露出を防止することができ、配管挿通後の面倒な補修工事を不要とすることができる。   In the fireproof coating structure in the pipe insertion part of the beam of the present invention, since the notch is formed in the fireproof coating material and the pipe is inserted, high-precision drilling work in the field for the fireproof coating material is unnecessary, Workability can be improved. Moreover, since the fireproof filler is provided so that the beam web is sandwiched inside the fireproof coating material even if the periphery of the cutout of the fireproof coating material is rolled up or peeled off when the pipe is inserted, the beam web is provided. Exposure can be prevented, and troublesome repair work after pipe insertion can be eliminated.

また、耐火充填材において、配管挿通孔よりも小径の貫通孔を囲むようにして、配管挿通孔と略同径の切取線を形成して、耐火充填材の切取線よりも内側部分を配管の押し込みによって切り取り可能とすることで、径の異なる配管の挿通に柔軟に対応することができ、施工性の向上を図ることができる。   In addition, in the fireproof filler, a cut line with the same diameter as the pipe insertion hole is formed so as to surround the through hole having a smaller diameter than the pipe insertion hole, and the inner part of the fireproof filler can be cut by pushing the pipe. By doing so, it is possible to flexibly cope with the insertion of pipes having different diameters, and it is possible to improve workability.

さらに、一対の耐火充填材を、梁の上下フランジ間に跨って圧入して取り付けることで、耐火被覆材の取り付け作業を簡単に行うことができ、施工性がより一層向上する。   Furthermore, by attaching the pair of refractory fillers by press-fitting between the upper and lower flanges of the beam, the attachment work of the refractory coating can be easily performed, and the workability is further improved.

さらにまた、一対の耐火充填材を、梁の上下フランジとウエブによって囲まれた略コ字状部位に収まるように取り付けることで、耐火被覆材の巻き付け時に、耐火充填材が邪魔にならず、施工性がより一層向上する。   Furthermore, by attaching a pair of refractory fillers so that they fit in a substantially U-shaped part surrounded by the upper and lower flanges of the beam and the web, the refractory filler does not get in the way when wrapping the refractory coating. The property is further improved.

また、耐火被覆材を、一対の耐火充填材の外側面及び梁の下フランジの下面に沿わせながら巻き付けることによって、耐火被覆材と耐火充填材との間の隙間が小さくなり、このため、耐火被覆材の切り込み周辺が捲れ上がったり、剥がれたりしたときの熱の流入を抑えて、耐火性能を良好に維持することができる。   In addition, by winding the fire-resistant coating material along the outer surface of the pair of fire-resistant filler materials and the lower surface of the lower flange of the beam, the gap between the fire-resistant coating material and the fire-resistant filler material is reduced. It is possible to suppress the inflow of heat when the periphery of the notch of the covering material is rolled up or peeled off, and to maintain good fire resistance.

さらに、耐火充填材及び耐火被覆材として、同じ材料のロックウールを使用することで、材料の共通化により施工費の軽減を図ることができる。   Furthermore, by using rock wool of the same material as the fireproof filler and fireproof covering material, construction costs can be reduced by sharing the material.

この発明の一実施形態に係る梁の配管挿通部における耐火被覆構造を示した断面図である。It is sectional drawing which showed the fireproof coating structure in the piping penetration part of the beam which concerns on one Embodiment of this invention. 耐火充填材の取り付け前の状態を示した斜視図である。It is the perspective view which showed the state before attachment of a refractory filler. 耐火被覆材の取り付け状態を示した斜視図である。It is the perspective view which showed the attachment state of the fireproof covering material. 配管の挿通状態を示した斜視図である。It is the perspective view which showed the penetration state of piping. 配管の挿通状態を示した斜視図である。It is the perspective view which showed the penetration state of piping. 大径の配管の挿通状態を示した断面図である。It is sectional drawing which showed the insertion state of large diameter piping. 従来の梁の耐火被覆構造を示した断面図である。It is sectional drawing which showed the fireproof coating structure of the conventional beam. 従来の別の耐火被覆構造を示した断面図である。It is sectional drawing which showed another conventional fireproof covering structure. 従来の梁の配管挿通部における耐火被覆構造を示した断面図である。It is sectional drawing which showed the fireproof covering structure in the piping insertion part of the conventional beam. 従来の別の梁の配管挿通部における耐火被覆構造を示したの断面図である。It is sectional drawing which showed the fireproof covering structure in the piping penetration part of another conventional beam.

以下、この発明の実施形態を図面に基づいて詳細に説明する。図1は、この発明の一実施形態に係る耐火被覆構造を示している。図1において、10は、H形鋼からなる梁である。この梁10は、上下フランジ11、11の中央部間をウエブ12によって連結した構造となっていて、ウエブ12の縦方向中央部には、例えば直径約125mmの略円形状の配管挿通孔13が形成されている。なお、14は、梁10の上フランジ11上に設置されたコンクリート製の床パネルである。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. FIG. 1 shows a fireproof covering structure according to an embodiment of the present invention. In FIG. 1, 10 is a beam made of H-shaped steel. The beam 10 has a structure in which the center portions of the upper and lower flanges 11 and 11 are connected by a web 12. A substantially circular pipe insertion hole 13 having a diameter of, for example, about 125 mm is formed in the longitudinal center portion of the web 12. Is formed. Reference numeral 14 denotes a concrete floor panel installed on the upper flange 11 of the beam 10.

15、15は、耐火充填材である。これら耐火充填材15、15は、図2に示すように、例えばロックウールを略直方体形状に成形してなる柔軟性を有するもので、その縦方向の長さが約240mm、横方向の長さが約240mm、厚みが約60mmとされている。また、耐火充填材15には、その側面16、16の中央部間を貫通するようにして、梁10の配管挿通孔13よりも小径の例えば直径約80mmの略円形状の貫通孔17が横方向に形成されている。さらに、貫通孔17を囲むようにして、梁10の配管挿通孔13と略同径の略円形状の切取線18が形成されている。この切取線18は、耐火充填材15の側面16、16間を貫通する切り込みを、貫通孔17周りに周方向に適宜間隔をあけて配置することによって、形成されている。なお、耐火充填材15の貫通孔17及び切取線18は予め工場等において形成されている。   15 and 15 are refractory fillers. As shown in FIG. 2, these refractory fillers 15 and 15 have flexibility formed by, for example, forming rock wool into a substantially rectangular parallelepiped shape, and have a longitudinal length of about 240 mm and a lateral length. Is about 240 mm, and the thickness is about 60 mm. Further, the refractory filler 15 has a substantially circular through-hole 17 having a smaller diameter than the pipe insertion hole 13 of the beam 10, for example, a diameter of about 80 mm, so as to penetrate between the center portions of the side surfaces 16, 16. It is formed in the direction. Furthermore, a substantially circular cut line 18 having the same diameter as the pipe insertion hole 13 of the beam 10 is formed so as to surround the through hole 17. The cut line 18 is formed by arranging cuts penetrating between the side surfaces 16 and 16 of the refractory filler 15 around the through holes 17 with appropriate intervals in the circumferential direction. The through hole 17 and the cut line 18 of the refractory filler 15 are formed in advance in a factory or the like.

そして、耐火充填材15、15は、それら貫通孔17、17を梁10の配管挿通孔13に互いに重ね合わせるようにして、梁10の配管挿通孔13周りに、ウエブ12を両側から挟み込むようにして取り付けられている。具体的に、耐火充填材15、15は、梁10の上下フランジ11、11間に跨って圧入されて、梁10の上下フランジ11、11とウエブ12とによって囲まれたコ字状部位に収まるように取り付けられている。このように、耐火充填材15、15は、接着剤等を用いることなく、梁10に嵌め込むだけで簡易に取り付けられている。   The refractory fillers 15 and 15 are configured such that the through holes 17 and 17 are overlapped with the pipe insertion holes 13 of the beam 10 so that the web 12 is sandwiched from both sides around the pipe insertion holes 13 of the beam 10. Attached. Specifically, the refractory fillers 15 and 15 are press-fitted between the upper and lower flanges 11 and 11 of the beam 10 and fit in a U-shaped portion surrounded by the upper and lower flanges 11 and 11 of the beam 10 and the web 12. It is attached as follows. As described above, the fireproof fillers 15 and 15 are simply attached by being fitted into the beam 10 without using an adhesive or the like.

20は、耐火被覆材である。この耐火被覆材20は、例えばロックウールをマット状に成形してなる柔軟性を有するもので、図3に示すように、一対の耐火充填材15、15を包み込むようにして梁10に略U字状に巻き付けられている。具体的には、耐火充填材15、15の梁10のウエブ12に接する側面とは反対側の外側面16及び梁10の下フランジ11の下面に沿わせながら巻き付けられている。なお、耐火被覆材20の固定は、耐火被覆材20の外側から金属製の固定ピンを差し込み、この固定ピンを梁10の上フランジ11端部にスタッド溶接することでなされているが、これに代えて、耐火被覆材20の上端部を床パネル14にビス止めすることで固定しても良い。   Reference numeral 20 denotes a fireproof coating material. The fireproof covering material 20 has flexibility formed by molding rock wool into a mat shape, for example, and as shown in FIG. It is wound in a letter shape. Specifically, the refractory fillers 15 and 15 are wound around the outer surface 16 opposite to the side of the beam 10 in contact with the web 12 and the lower surface of the lower flange 11 of the beam 10. The fireproof coating material 20 is fixed by inserting a metal fixing pin from the outside of the fireproof coating material 20 and stud welding the fixing pin to the end of the upper flange 11 of the beam 10. Instead, the upper end of the fireproof covering material 20 may be fixed to the floor panel 14 by screws.

そして、耐火被覆材20には、耐火充填材15、15の貫通孔17、17に夫々対向する一対の十字状の切り込み21、21が形成されている。切り込み幅は、縦横とも約100mmとされている。なお、耐火被覆材20の切り込み21、21は、耐火被覆材20を梁10に巻きつけて固定した後に、耐火充填材15、15の貫通孔17、17に対応して形成される。また、切り込み21、21の形状は、十字状に限らず、適宜変更可能である。   The fireproof covering 20 is formed with a pair of cross-shaped cuts 21 and 21 that face the through holes 17 and 17 of the fireproof fillers 15 and 15, respectively. The cut width is about 100 mm both vertically and horizontally. The notches 21 and 21 of the fireproof covering material 20 are formed corresponding to the through holes 17 and 17 of the fireproof filler materials 15 and 15 after the fireproof covering material 20 is wound around the beam 10 and fixed. Moreover, the shape of the notches 21 and 21 is not restricted to a cross shape, and can be changed suitably.

30は、給排水用、換気用、配線挿通用等に使用される配管である。この配管30は、図4及び図5に示すように、耐火被覆材20に形成された一方の切り込み21から挿入され、梁10のウエブ12に形成された配管挿通孔13及び一対の耐火充填材15、15の貫通孔17、17に挿通されて、他方の切り込み21から抜き出されている。配管30の外径が、耐火充填材15、15の貫通孔17、17よりも僅かに大径の場合には、図1に示すように、耐火充填材15、15を僅かに圧縮させながら挿通され、配管30の外径が、耐火充填材15、15の切取線18、18と略同径すなわち梁10の配管挿通孔13と略同径の場合には、図6に示すように、配管30の押し込みによって耐火充填材15、15の切取線18、18よりも内側部分を切り取りながら挿通され、いずれの場合も配管30と耐火充填材15、15との間に隙間が生じないようになっている。従って、径の異なる配管30の挿通が可能となっている。なお、耐火充填材15、15の切り取られた部分19は、図6に示すように、耐火被覆材20の内側に圧縮されて留まり、残材として排出されることはない。配管30の挿通により、耐火被覆材20の切り込み21、21の周辺が捲れ上がって外側に飛び出している場合には、その捲れ上がり部分を耐火被覆材20の内側に入れ込むようにするのが望ましい。   30 is a pipe used for water supply / drainage, ventilation, wiring insertion, and the like. As shown in FIGS. 4 and 5, the pipe 30 is inserted from one notch 21 formed in the fireproof coating material 20, and the pipe insertion hole 13 formed in the web 12 of the beam 10 and a pair of fireproof fillers. 15 and 15 are inserted through the through holes 17 and 17 and are extracted from the other cut 21. When the outer diameter of the pipe 30 is slightly larger than the through holes 17 and 17 of the refractory fillers 15 and 15, as shown in FIG. 1, the refractory fillers 15 and 15 are inserted while being slightly compressed. When the outer diameter of the pipe 30 is approximately the same diameter as the cut lines 18 and 18 of the refractory fillers 15 and 15, that is, approximately the same diameter as the pipe insertion hole 13 of the beam 10, as shown in FIG. Is inserted while cutting away the inner portions of the refractory fillers 15 and 15 from the cut lines 18 and 18 so that no gap is formed between the pipe 30 and the refractory fillers 15 and 15. . Therefore, the pipes 30 having different diameters can be inserted. As shown in FIG. 6, the cut-off portion 19 of the refractory fillers 15 and 15 stays compressed inside the refractory coating material 20 and is not discharged as a remaining material. When the periphery of the cuts 21, 21 of the fireproof coating material 20 is rolled up and protrudes outward by the insertion of the pipe 30, it is desirable to insert the rolled-up portion inside the fireproof coating material 20. .

上記の耐火被覆構造の施工手順としては、まず、梁10に耐火充填材15、15を取り付けて、耐火充填材15、15を包み込むように梁10に耐火被覆材20を巻き付け、耐火被覆材20に切り込み21、21を形成してから、配管30を挿通させるようにしている。   As a construction procedure of the above fireproof covering structure, first, the fireproof fillers 15 and 15 are attached to the beam 10, and the fireproof covering material 20 is wrapped around the beam 10 so as to wrap the fireproof fillers 15 and 15. After the notches 21 and 21 are formed, the pipe 30 is inserted.

上記耐火被覆構造においては、耐火被覆材20に切り込み21、21を形成して、配管30を挿通させているので、耐火被覆材20に対する現場での高精度な孔開け作業を不要として、作業性の向上を図ることができる。しかも、配管挿通時に、耐火被覆材20の切り込み21、21周辺が捲れ上がったり、剥がされたりしても、耐火被覆材20の内側において梁10のウエブ12を挟み込むようにして耐火充填材15、15が設けられているので、梁10のウエブ12の露出を防止することができ、配管挿通後の面倒な補修工事を不要とすることができる。   In the above-mentioned fireproof coating structure, since the cuts 21 and 21 are formed in the fireproof coating material 20 and the pipe 30 is inserted, high-precision drilling work on the fireproof coating material 20 is not necessary, and workability is improved. Can be improved. Moreover, even if the notches 21 and 21 around the fireproof covering 20 are rolled up or peeled off when the pipe is inserted, the fireproof fillers 15 and 15 are sandwiched between the fireproof coverings 20 so as to sandwich the web 12 of the beam 10. Since the web 12 of the beam 10 can be prevented from being exposed, troublesome repair work after the piping is inserted can be eliminated.

この発明は、上記実施形態に限定されるものではなく、この発明の範囲内で上記実施形態に多くの修正及び変更を加え得ることは勿論である。   The present invention is not limited to the above embodiment, and it is needless to say that many modifications and changes can be made to the above embodiment within the scope of the present invention.

10・・梁、11・・フランジ、12・・ウエブ、13・・配管挿通孔、15・・耐火充填材、16・・外側面、17・・貫通孔、18・・切取線、20・・耐火被覆材、21・・切り込み、30・・配管 10 .... Beam, 11 .... Flange, 12 .... Web, 13 .... Pipe insertion hole, 15 .... Fireproof filler, 16 .... Outer side, 17 .... Through hole, 18 .... Tear-off wire, 20 .... Fire resistance Covering material, 21 ... cut, 30 ... piping

Claims (6)

H形鋼からなる梁(10)のウエブ(12)に形成した配管挿通孔(13)周りに、前記ウエブ(12)を両側から挟み込むようにして一対の耐火充填材(15)(15)を取り付けて、前記ウエブ(12)の配管挿通孔(13)と前記一対の耐火充填材(15)(15)に夫々形成した貫通孔(17)(17)とを互いに重ね合わせ、前記一対の耐火充填材(15)(15)を包み込むようにして前記梁(10)に巻き付けた耐火被覆材(20)に、前記一対の耐火充填材(15)(15)の貫通孔(17)(17)に夫々対向する一対の切り込み(21)(21)を形成して、一方の切り込み(21)から挿入した配管(30)を、前記配管挿通孔(13)及び前記貫通孔(17)(17)に挿通させて、他方の切り込み(21)から抜き出したことを特徴とする梁の配管挿通部における耐火被覆構造。   A pair of refractory fillers (15) and (15) is provided around the pipe insertion hole (13) formed in the web (12) of the beam (10) made of H-shaped steel so as to sandwich the web (12) from both sides. The pipe insertion hole (13) of the web (12) and the through holes (17) and (17) formed in the pair of refractory fillers (15) and (15), respectively, are overlapped with each other, and the pair of refractory fires are attached. The through-holes (17) and (17) of the pair of refractory fillers (15) and (15) are formed in the refractory covering material (20) wound around the beam (10) so as to enclose the filler (15) and (15). A pair of cuts (21) and (21) facing each other are formed, and the pipe (30) inserted from one of the cuts (21) is connected to the pipe insertion hole (13) and the through holes (17) and (17). Through the other notch (21). Fireproof covering structure in the pipe insertion portion of the beam, characterized in that out has. 前記一対の耐火充填材(15)(15)の貫通孔(17)(17)を、前記配管挿通孔(13)よりも小径として、前記一対の耐火充填材(15)(15)に、前記貫通孔(17)(17)を囲むようにして前記配管挿通孔(13)と略同径の切取線(18)(18)を形成した請求項1記載の梁の配管挿通部における耐火被覆構造。   The through holes (17), (17) of the pair of refractory fillers (15), (15) have a smaller diameter than the pipe insertion hole (13), and the pair of refractory fillers (15), (15) The fireproof covering structure in the pipe insertion part of the beam according to claim 1, wherein a cut line (18) (18) having substantially the same diameter as the pipe insertion hole (13) is formed so as to surround the through hole (17) (17). 前記一対の耐火充填材(15)(15)を、前記梁(10)の上下フランジ(11)(11)間に跨って圧入した請求項1又は2記載の梁の配管挿通部における耐火被覆構造。   The fireproof covering structure in the pipe insertion portion of the beam according to claim 1 or 2, wherein the pair of fireproof fillers (15) (15) are press-fitted across the upper and lower flanges (11) (11) of the beam (10). . 前記一対の耐火充填材(15)(15)を、前記梁(10)の上下フランジ(11)(11)とウエブ(12)によって囲まれた略コ字状部位に収まるように取り付けた請求項1乃至3のいずれかに記載の梁の配管挿通部における耐火被覆構造。   The pair of refractory fillers (15) and (15) are attached so as to fit in a substantially U-shaped portion surrounded by upper and lower flanges (11) and (11) and a web (12) of the beam (10). The fireproof covering structure in the piping insertion part of the beam in any one of 1 thru | or 3. 前記耐火被覆材(20)を、前記一対の耐火充填材(15)(15)における前記梁(10)のウエブ(12)に接する側面とは反対側の外側面(16)(16)及び前記梁(10)の下フランジ(11)の下面に沿わせながら巻き付けた請求項1乃至4のいずれかに記載の梁の配管挿通部における耐火被覆構造。   The fireproof covering material (20) is formed on the outer surface (16) (16) opposite to the side of the pair of fireproof fillers (15) (15) that is in contact with the web (12) of the beam (10). The fireproof covering structure in the pipe insertion part of the beam according to any one of claims 1 to 4, which is wound along the lower surface of the lower flange (11) of the beam (10). 前記一対の耐火充填材(15)(15)及び耐火被覆材(20)は、ロックウールからなる請求項1乃至5のいずれかに記載の梁の配管挿通部における耐火被覆構造。   The fireproof covering structure in the pipe insertion portion of the beam according to any one of claims 1 to 5, wherein the pair of fireproof fillers (15) and (15) and the fireproof covering material (20) are made of rock wool.
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WO2014208031A1 (en) * 2013-06-26 2014-12-31 ニチアス株式会社 Refractory coated structure for pipe insert in steel beams
JP2015036489A (en) * 2013-08-13 2015-02-23 大和ハウス工業株式会社 Fire resistive covering structure at penetration part of shaped steel joist
JP2018091134A (en) * 2018-02-21 2018-06-14 ニチアス株式会社 Fire resistive covering structure of piping insertion part on steel beam

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JP6768286B2 (en) * 2015-11-12 2020-10-14 株式会社竹中工務店 Fireproof coating structure and fireproof coating method
JP6987200B2 (en) * 2019-10-09 2021-12-22 株式会社エフコンサルタント Construction method of the covering structure

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JP2015036489A (en) * 2013-08-13 2015-02-23 大和ハウス工業株式会社 Fire resistive covering structure at penetration part of shaped steel joist
JP2018091134A (en) * 2018-02-21 2018-06-14 ニチアス株式会社 Fire resistive covering structure of piping insertion part on steel beam

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