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JP4990087B2 - Hole reinforcing structure and hole reinforcing method for building - Google Patents
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JP4990087B2 - Hole reinforcing structure and hole reinforcing method for building - Google Patents

Hole reinforcing structure and hole reinforcing method for building Download PDF

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JP4990087B2
JP4990087B2 JP2007262480A JP2007262480A JP4990087B2 JP 4990087 B2 JP4990087 B2 JP 4990087B2 JP 2007262480 A JP2007262480 A JP 2007262480A JP 2007262480 A JP2007262480 A JP 2007262480A JP 4990087 B2 JP4990087 B2 JP 4990087B2
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hole
building
round hole
reinforcing
fiber
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JP2009091782A (en
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久義 石橋
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Kumagai Gumi Co Ltd
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Description

本発明は、建築物に形成された丸孔の外周部を補強するための孔補強構造及び孔補強方法に関するものである。   The present invention relates to a hole reinforcing structure and a hole reinforcing method for reinforcing the outer peripheral portion of a round hole formed in a building.

一般に、鉄筋コンクリート造等の建築物を新築する場合に、建築物の梁、壁、床等に設備配管用の丸孔を開口する際、断面欠損による構造強度の低下を防止するため、予め、丸孔の外周部に補強用鉄筋を配設した上でコンクリートを打設している。   In general, when building a new building such as a reinforced concrete structure, when opening a round hole for equipment piping in the beam, wall, floor, etc. of the building, in order to prevent a decrease in structural strength due to a cross-sectional defect, Concrete is placed after reinforcing reinforcing bars are arranged on the outer periphery of the hole.

一方、建築物の梁等の構造物に後から丸孔を開口した場合には、図11及び図12に示すように、開口された丸孔1の外周部に沿って構造物2の両側面に鋼板3をアンカーボルト4によって固定し、構造物2と鋼板3との間に無収縮モルタルや接着剤を充填し、丸孔1の外周部を補強している。   On the other hand, when a round hole is opened later in a structure such as a beam of a building, as shown in FIGS. 11 and 12, both side surfaces of the structure 2 along the outer periphery of the opened round hole 1. The steel plate 3 is fixed to the steel plate 3 with anchor bolts 4, and a non-shrink mortar or an adhesive is filled between the structure 2 and the steel plate 3 to reinforce the outer peripheral portion of the round hole 1.

ところが、上記した従来の孔補強構造や孔補強方法では、丸孔の外周部に補強用鉄筋を配設したり、或いは、鋼板3をアンカーボルト4で固定したりする作業を現場で行う必要があるため、現場作業が煩雑となり、施工コストの低減化や工期の短縮化が図り難いといった問題があった。   However, in the conventional hole reinforcement structure and hole reinforcement method described above, it is necessary to perform the work of arranging reinforcing reinforcing bars on the outer peripheral portion of the round hole or fixing the steel plate 3 with the anchor bolt 4 on site. For this reason, there is a problem that the field work becomes complicated, and it is difficult to reduce the construction cost and the construction period.

また、従来の新築工事において当初設計図に記載されていない丸孔を開口する際には、その孔が国交省公共建築共通仕様書において構造的に開口がないものとみなしても良いとされている程度の小さな開口(例えば、梁せいの1/10以下且つ150mm以下の開口)の場合には、補強せずに済ませていることが多いが、このような小さな開口であっても、数が増えたり、間隔が狭くなったりすると、強度上、無視できなくなることもある。   In addition, when opening a round hole that is not described in the original design drawing in a conventional new construction work, it is considered that the hole may be regarded as having no structural opening in the Ministry of Land, Infrastructure, Transport and Tourism public building common specifications. In the case of a certain small opening (for example, an opening of 1/10 or less of the beam and 150 mm or less), it is often not necessary to reinforce, but even with such a small opening, the number If it increases or the interval becomes narrow, it may not be negligible in terms of strength.

そこで、近年、上記したような各種問題点を解決するため、図13に示すように、繊維5を縦横交差状に配列した繊維メッシュによって強化したプラスチックシート6を丸孔7が開口されたコンクリート構造物8に貼り付け、丸孔7の外周部を補強する構造及び方法が提案されている(例えば、特許文献1参照)。
特開平09−125601号公報
Therefore, in recent years, in order to solve the various problems as described above, as shown in FIG. 13, a concrete structure in which a round hole 7 is opened in a plastic sheet 6 reinforced by a fiber mesh in which fibers 5 are arranged in a vertical and horizontal cross shape. A structure and a method for reinforcing the outer peripheral portion of the round hole 7 by being attached to the object 8 have been proposed (for example, see Patent Document 1).
JP 09-125601 A

しかしながら、上記した特許文献1に記載の補強構造及び補強方法では、繊維5を縦横に交差させて丸孔7の外周部を補強しているため、繊維5を交差させる分、使用する繊維5の量が多くなり、効率良く繊維5を配置させることが難しく、コストの低減化が図り難いといった問題があった。   However, in the reinforcing structure and the reinforcing method described in Patent Document 1 described above, the outer periphery of the round hole 7 is reinforced by crossing the fibers 5 vertically and horizontally. There is a problem that the amount increases, it is difficult to arrange the fibers 5 efficiently, and it is difficult to reduce the cost.

また、図13に破線で示すように、コンクリート構造物8の丸孔7の外周部に発生するひび割れ9は、通常、丸孔7の法線方向に向かって発生するため、繊維5の配置方向とひび割れ9の発生方向が必ずしも直交するとは限らない。したがって、繊維5の配置方向やひび割れ9の発生方向によっては、プラスチックシート6によってひび割れ9の発生や成長を十分に防止することができないおそれがあった。   Further, as shown by a broken line in FIG. 13, the crack 9 generated in the outer peripheral portion of the round hole 7 of the concrete structure 8 is normally generated in the normal direction of the round hole 7, and therefore the arrangement direction of the fibers 5. The direction of occurrence of cracks 9 is not always orthogonal. Therefore, depending on the arrangement direction of the fibers 5 and the generation direction of the cracks 9, the plastic sheet 6 may not be able to sufficiently prevent the generation and growth of the cracks 9.

本発明は、上記した課題を解決すべくなされたものであり、繊維を効率よく使用し、コストの低減化を図り、丸孔の外周部におけるひび割れの発生や成長を確実に防止することのできる建築物の孔補強構造及び孔補強方法を提供することを目的とするものである。   The present invention has been made to solve the above-described problems, and can efficiently use fibers, reduce costs, and reliably prevent the generation and growth of cracks in the outer peripheral portion of a round hole. An object of the present invention is to provide a hole reinforcing structure and a hole reinforcing method for a building.

上記した目的を達成するため、本発明は、建築物に形成された丸孔の外周部を補強するための孔補強構造であって、前記丸孔の外周部に沿うように長繊維を巻回し、円環状に成形された繊維体により構成されていることを特徴とする。   In order to achieve the above-described object, the present invention is a hole reinforcing structure for reinforcing the outer peripheral portion of a round hole formed in a building, in which long fibers are wound along the outer peripheral portion of the round hole. It is constituted by a fiber body formed in an annular shape.

そして、前記繊維体は、炭素繊維の長繊維に樹脂を含浸することにより形成されているのが好ましい。   The fiber body is preferably formed by impregnating a long fiber of carbon fiber with a resin.

さらに、一方の面は粗面を成していてもよい。   Further, one surface may be a rough surface.

また、本発明は、建築物に形成された丸孔の外周部を補強するための孔補強方法であって、前記丸孔の外周部に沿うように長繊維を巻回し、円環状の繊維体を成形する工程と、前記繊維体を前記建築物の丸孔の外周部に貼付する工程とを備えていることを特徴とする。   Further, the present invention is a hole reinforcing method for reinforcing the outer peripheral portion of a round hole formed in a building, wherein long fibers are wound along the outer peripheral portion of the round hole, and an annular fiber body And a step of affixing the fibrous body to an outer peripheral portion of a round hole of the building.

そして、前記繊維体を形成する工程は、炭素繊維の長繊維を円環状に巻回する工程と、該炭素繊維の長繊維を樹脂に含浸する工程とを備えているのが好ましい。   The step of forming the fibrous body preferably includes a step of winding the carbon fiber long fibers in an annular shape and a step of impregnating the carbon fiber long fibers into a resin.

本発明によれば、丸孔の外周部に沿うように長繊維を巻回し、円環状に成形された繊維体により構成されているため、繊維を効率よく使用し、コストの低減化を図り、丸孔の外周部におけるひび割れの発生や成長を確実に防止することができる。   According to the present invention, the long fiber is wound along the outer peripheral portion of the round hole, and the fiber is formed in an annular shape. Therefore, the fiber is used efficiently, and the cost is reduced. Generation and growth of cracks in the outer periphery of the round hole can be reliably prevented.

以下、図面を参照しつつ、本発明の実施の形態について説明する。ここで、図1は本発明の実施の形態に係る建築物の孔補強構造を示す平面図、図2は同建築物の孔補強構造を示す断面図、図3は同建築物の孔補強構造を製造する時に使用する製造装置の一例を示す概念図、図4は同建築物の孔補強構造を製造する時に使用する糸車の一例を示す側面図、図5は同建築物の孔補強構造を梁に貼付する前の状態と貼付した後の状態を示す正面図、図6は同建築物の孔補強構造を梁に貼付した状態を示す断面図、図7は同建築物の孔補強構造による効果を説明するための説明図である。なお、以下の説明では、本発明の実施の形態に係る建築物の孔補強構造及び孔補強方法を鉄筋コンクリート造の建築物の梁に開口された丸孔の外周部の補強に適用した場合について例示して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings. Here, FIG. 1 is a plan view showing a hole reinforcing structure for a building according to an embodiment of the present invention, FIG. 2 is a cross-sectional view showing the hole reinforcing structure for the building, and FIG. 3 is a hole reinforcing structure for the building. FIG. 4 is a side view showing an example of a spinning wheel used when manufacturing a hole reinforcing structure of the same building, and FIG. 5 is a side view showing the hole reinforcing structure of the same building. FIG. 6 is a cross-sectional view showing a state in which the hole reinforcing structure of the same building is attached to the beam, and FIG. 7 is a view of the hole reinforcing structure of the same building. It is explanatory drawing for demonstrating an effect. In addition, in the following description, it illustrates about the case where the hole reinforcement structure and the hole reinforcement method of the building which concern on embodiment of this invention are applied to reinforcement of the outer peripheral part of the round hole opened to the beam of the building of a reinforced concrete structure To explain.

本実施の形態に係る建築物の孔補強構造は、建築物の梁11に開口された丸孔12の外周部に沿うように炭素繊維の長繊維13を巻回すると共に長繊維13に樹脂26を含浸して円環状に成形された繊維体14により構成されている。そして、この繊維体14は、長繊維13を渦巻状、或いは、所要の重ね長をとって重合するように巻回したり、或いは、長繊維13間の樹脂26の含浸量を調整したりすることによって、所望の厚さのシート状或いは板状に形成される。   In the hole reinforcement structure for a building according to the present embodiment, carbon fiber long fibers 13 are wound along the outer periphery of the round hole 12 opened in the beam 11 of the building, and the long fiber 13 is resin 26. It is comprised by the fiber body 14 impregnated with and shape | molded in the annular | circular shape. Then, the fibrous body 14 is wound so that the long fibers 13 are spirally wound or polymerized by taking a required overlap length, or the amount of impregnation of the resin 26 between the long fibers 13 is adjusted. Thus, a sheet or plate having a desired thickness is formed.

図3はこのような構成を備えた孔補強構造を製造する時に使用する製造装置15の一例を示しており、この製造装置15は、回転可能に支持され炭素繊維の長繊維13が巻回された原糸車16と、原糸車16の下流側に配置され樹脂26を収容する樹脂容器17と、樹脂容器17の内部と上流側及び下流側にそれぞれ配置されたローラ18a,18b,18cと、下流側のローラ18cのさらに下流側に配置された糸車19とを備えて構成されている。   FIG. 3 shows an example of a manufacturing apparatus 15 used when manufacturing a hole reinforcing structure having such a configuration. The manufacturing apparatus 15 is rotatably supported and wound with carbon fiber long fibers 13. The original yarn wheel 16, the resin container 17 disposed downstream of the original yarn wheel 16, and containing the resin 26, the rollers 18a, 18b, 18c respectively disposed inside, upstream and downstream of the resin container 17, and downstream And a spinning wheel 19 disposed further downstream of the side roller 18c.

図4に示されているように、糸車19は、両側にボルト部20a,20bが形成された心棒21と、心棒21に貫設されて心棒21の中央に配置される円環板状のスペーサ22と、心棒21に貫設されてスペーサ22の両側に平行に配置される2枚の円環板状のプレート23a,23bと、心棒21のボルト部20a,20bに螺合してプレート23a,23bをスペーサ22側に押圧するナット24a,24bとにより構成されている。   As shown in FIG. 4, the spinning wheel 19 includes a mandrel 21 having bolt portions 20 a and 20 b formed on both sides, and an annular plate-like spacer that penetrates the mandrel 21 and is arranged at the center of the mandrel 21. 22, two annular plate-like plates 23 a, 23 b that are provided through the mandrel 21 and are arranged in parallel on both sides of the spacer 22, and are screwed into the bolt portions 20 a, 20 b of the mandrel 21. It is comprised by nut 24a, 24b which presses 23b to the spacer 22 side.

このような製造装置15を使用して孔補強構造を製造する場合、糸車19を所定方向(図3では時計回り方向)に回転させる。そうすると、原糸車16及び樹脂容器17の前後のローラ18b,18cが糸車19と同一方向に回転すると共に、樹脂容器17の内部のローラ18aが糸車19と反対方向に回転する。その結果、原糸車16に巻回されている炭素繊維の長繊維13は樹脂容器17の内部の樹脂26に含浸された後、糸車19のプレート23a,23bの間においてスペーサ22の周囲に巻回される。この時、スペーサ22の厚みや外径を変えることにより、繊維体14の厚みや繊維体14の中心孔19の大きさを自由に変えることができる。   When manufacturing a hole reinforcement structure using such a manufacturing apparatus 15, the spinning wheel 19 is rotated in a predetermined direction (clockwise direction in FIG. 3). Then, the front and rear rollers 18 b and 18 c of the original spinning wheel 16 and the resin container 17 rotate in the same direction as the spinning wheel 19, and the roller 18 a inside the resin container 17 rotates in the opposite direction to the spinning wheel 19. As a result, the carbon fiber long fibers 13 wound around the original spinning wheel 16 are impregnated with the resin 26 inside the resin container 17 and then wound around the spacer 22 between the plates 23 a and 23 b of the spinning wheel 19. Is done. At this time, the thickness of the fiber body 14 and the size of the center hole 19 of the fiber body 14 can be freely changed by changing the thickness and outer diameter of the spacer 22.

次いで、このように成形された繊維体14が硬化した後、糸車19の心棒21から、ナット24a,24b及びプレート23a,23bを取り外し、さらに硬化した円環状の繊維体13を取り外し、この繊維体14を現場に搬入する。   Next, after the fiber body 14 thus molded is hardened, the nuts 24a and 24b and the plates 23a and 23b are removed from the mandrel 21 of the spinning wheel 19, and the hardened annular fiber body 13 is further removed. 14 is carried to the site.

現場では、図5の左側の図に示すように、先ず、梁11にコアドリル等を使用して所望の大きさの丸孔12を開口する。この時、電磁式の鉄筋センサー等によって事前に補強鉄筋の位置を確認し、補強鉄筋を切断しないように注意する。   At the site, as shown in the left diagram of FIG. 5, first, a circular hole 12 having a desired size is opened in the beam 11 using a core drill or the like. At this time, check the position of the reinforcing bar in advance using an electromagnetic reinforcing bar sensor, etc., and be careful not to cut the reinforcing bar.

次いで、補強すべき梁11の両側面の丸孔12の外周部表面を下地処理し、清掃する。この時、丸孔12の外周部にひび割れや欠損箇所がある場合には、修復してから下地処理を行う。そして、梁11の両側面の丸孔12の外周部表面に、エポキシ系樹脂のプライマを塗布し、コンクリートに浸透させた後、プライマと同種類のエポキシ系接着剤を塗布し、繊維体14を貼り付ける(図5の右側の図及び図6参照)。その後、必要に応じて、繊維体14に仕上げ処理を施す。   Next, the outer peripheral surface of the round hole 12 on both sides of the beam 11 to be reinforced is subjected to a ground treatment and cleaned. At this time, if there are cracks or missing portions on the outer periphery of the round hole 12, the ground treatment is performed after repairing. Then, an epoxy resin primer is applied to the outer peripheral surface of the round hole 12 on both sides of the beam 11 and infiltrated into the concrete. Then, the same type of epoxy adhesive as the primer is applied, and the fiber body 14 is applied. Affix (see the diagram on the right side of FIG. 5 and FIG. 6). Then, a finishing process is given to the fiber body 14 as needed.

上記したように本発明の実施の形態によれば、丸孔12の外周部に沿うように長繊維13が巻回されて繊維体14が円環状に成形されており、図7に破線で示すように、長繊維13が丸孔12の外周部に発生するひび割れ25の方向(法線方向)と直交するため、ひび割れ25が発生するのを防止することができる。また、例え丸孔12の外周部にひび割れ25が発生したとしても、ひび割れ25の成長を確実に抑制することができ、梁11等の構造体の強度や靭性の低下を防止することができる。   As described above, according to the embodiment of the present invention, the long fiber 13 is wound along the outer peripheral portion of the round hole 12, and the fiber body 14 is formed in an annular shape, which is indicated by a broken line in FIG. Thus, since the long fiber 13 is orthogonal to the direction (normal direction) of the crack 25 generated in the outer peripheral portion of the round hole 12, the generation of the crack 25 can be prevented. Moreover, even if the crack 25 is generated in the outer peripheral portion of the round hole 12, the growth of the crack 25 can be surely suppressed, and the strength and toughness of the structure such as the beam 11 can be prevented from being lowered.

さらに、長繊維13を巻回し、樹脂26に含浸するだけで所望の厚さや大きさの繊維体14を製造することができると共に製造作業を現場外で行うことができるため、製造が簡素化され、製造コストの低減化や工期の短縮化を図ることができる。また、長繊維13を交差させる必要がないため、使用する長繊維13の量を削減することができ、効率良く長繊維13を配置させることができ、更なるコストの低減化を図ることができる。   Furthermore, since the fibrous body 14 having a desired thickness and size can be manufactured simply by winding the long fiber 13 and impregnating the resin 26, the manufacturing operation can be performed outside the site, thereby simplifying the manufacturing. In addition, the manufacturing cost can be reduced and the construction period can be shortened. Moreover, since it is not necessary to cross | intersect the long fiber 13, the quantity of the long fiber 13 to be used can be reduced, the long fiber 13 can be arrange | positioned efficiently, and reduction of the further cost can be aimed at. .

なお、製造装置15に使用する糸車は、図8に示すように、一方のプレート23bの内面が粗面を成すように形成してもよく、この場合、繊維体14の一方の面が粗面となり、この粗面を梁11の丸孔12の外周部表面に貼付することにより、梁11に対する繊維体14の付着強度を増大させることができる。   In addition, as shown in FIG. 8, the spinning wheel used for the manufacturing apparatus 15 may be formed so that the inner surface of one plate 23b forms a rough surface. In this case, one surface of the fibrous body 14 is a rough surface. Thus, by sticking this rough surface to the outer peripheral surface of the round hole 12 of the beam 11, the adhesion strength of the fiber body 14 to the beam 11 can be increased.

また、繊維体14は、図9に示すように、法線方向にスリット状の切断部26を設けたシート27を重ね貼りして円環状に形成したり、或いは、図10に示すように、半割り状のシート28を重ね貼りして円環状に形成したりすることもできる。これにより、既に設備配管されている丸孔12に対しても簡単に補強工事を施すことができる。   Further, as shown in FIG. 9, the fiber body 14 is formed in an annular shape by overlapping and laminating a sheet 27 provided with a slit-like cut portion 26 in the normal direction, or as shown in FIG. 10. The half-divided sheet 28 can be overlapped and formed into an annular shape. Thereby, reinforcement work can be easily applied to the round hole 12 that has already been piped.

また、孔補強構造の製造方法は、上記した例に限定されるものではなく、炭素繊維の長繊維13を糸車19に巻回した状態で樹脂26に含浸したり、或いは、糸車19のプレート23a,23bの間に樹脂26を充填した後、該樹脂26が硬化する前に炭素繊維の長繊維13を糸車19に巻き取ったり、或いは、糸車19自体を樹脂容器17内の樹脂26中に沈めた状態で炭素繊維の長繊維13を巻き取ったりする等、各種変更が可能である。   The manufacturing method of the hole reinforcing structure is not limited to the above-described example. The resin 26 is impregnated with the carbon fiber long fibers 13 wound around the spinning wheel 19 or the plate 23a of the spinning wheel 19 is impregnated. , 23b, and after the resin 26 is filled, the carbon fiber long fibers 13 are wound around the spinning wheel 19 before the resin 26 is cured, or the spinning wheel 19 itself is submerged in the resin 26 in the resin container 17. Various changes can be made, such as winding the carbon fiber long fiber 13 in a state of being damaged.

さらに、繊維体14を構成する長繊維13の材質は、上記した炭素繊維に限定されるものではなく、アラミド繊維、ガラス繊維、或いはビニロン繊維等、炭素繊維以外のものを使用することができる。さらにまた、長繊維13に含浸する樹脂26としては、エポキシ樹脂やメタクリル樹脂等、炭素繊維と相性の良い樹脂であれば各種樹脂を使用することができる。   Furthermore, the material of the long fibers 13 constituting the fiber body 14 is not limited to the above-described carbon fibers, and materials other than carbon fibers such as aramid fibers, glass fibers, or vinylon fibers can be used. Furthermore, as the resin 26 impregnated in the long fibers 13, various resins can be used as long as they are compatible with carbon fibers, such as epoxy resin and methacrylic resin.

さらに、上記した実施の形態では、本発明を鉄筋コンクリート造の建築物の梁11に開口された丸孔12の外周部の補強に適用した場合について説明したが、これは単なる例示に過ぎず、本発明は、鉄筋コンクリート造の建築物の壁、床、柱は勿論のこと、鉄骨造や木造等、鉄筋コンクリート造以外の建築物の梁、壁、床、柱等にも適用可能である。   Furthermore, in the above-described embodiment, the case where the present invention is applied to the reinforcement of the outer peripheral portion of the round hole 12 opened in the beam 11 of the reinforced concrete building is described. The invention can be applied not only to the walls, floors, and columns of buildings made of reinforced concrete but also to beams, walls, floors, columns, etc. of buildings other than reinforced concrete, such as steel frames and wooden structures.

また、本発明は、上記した梁11を貫通する丸孔12の他、貫通しない丸い欠込み等にも適用可能であり、本発明の「丸孔」にはこれらの貫通しない丸い欠込み等も含むものとする。   Further, the present invention can be applied to the round hole 12 that does not penetrate other than the round hole 12 that penetrates the beam 11 described above, and the “round hole” of the present invention includes these round notches that do not penetrate. Shall be included.

本発明の実施の形態に係る建築物の孔補強構造を示す平面図である。It is a top view which shows the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造を示す断面図である。It is sectional drawing which shows the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造を製造する時に使用する製造装置の一例を示す概念図である。It is a conceptual diagram which shows an example of the manufacturing apparatus used when manufacturing the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造を製造する時に使用する糸車の一例を示す側面図である。It is a side view which shows an example of the spinning wheel used when manufacturing the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造を梁に貼付する前の状態と貼付した後の状態を示す正面図である。It is a front view which shows the state before sticking the hole reinforcement structure of the building which concerns on embodiment of this invention to a beam, and the state after sticking. 本発明の実施の形態に係る建築物の孔補強構造を梁に貼付した状態を示す断面図である。It is sectional drawing which shows the state which stuck the hole reinforcement structure of the building which concerns on embodiment of this invention to the beam. 本発明の実施の形態に係る建築物の孔補強構造による効果を説明するための説明図である。It is explanatory drawing for demonstrating the effect by the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造を製造する時に使用する糸車の別の例を示す側面図である。It is a side view which shows another example of the spinning wheel used when manufacturing the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造の変形例を示す平面図である。It is a top view which shows the modification of the hole reinforcement structure of the building which concerns on embodiment of this invention. 本発明の実施の形態に係る建築物の孔補強構造の別の変形例を示す平面図である。It is a top view which shows another modification of the hole reinforcement structure of the building which concerns on embodiment of this invention. 従来例を示す正面図である。It is a front view which shows a prior art example. 従来例を示す断面図である。It is sectional drawing which shows a prior art example. 別の従来例を示す正面図である。It is a front view which shows another prior art example.

符号の説明Explanation of symbols

11 梁(建築物)
12 丸孔
13 長繊維
14 繊維体
26 樹脂
11 Beam (Building)
12 round hole 13 long fiber 14 fiber body 26 resin

Claims (2)

建築物に形成された丸孔の外周部を補強するための孔補強構造であって、
前記丸孔の外周部に沿うように長繊維を巻回すると共に該長繊維に樹脂を含浸して円環状に成形された繊維体の法線方向にスリット状の切断部を設けたものを重ね貼りすることにより円環状に形成されていることを特徴とする建築物の孔補強構造。
A hole reinforcing structure for reinforcing the outer periphery of a round hole formed in a building,
A long fiber is wound along the outer peripheral portion of the round hole, and a long fiber is impregnated with a resin so that a slit-shaped cut portion is provided in the normal direction of the annularly shaped fiber body. hole reinforcement structure of a building, characterized that you have an annular shape by bonding.
建築物に形成された丸孔の外周部を補強するための孔補強構造であって、
前記丸孔の外周部に沿うように長繊維を巻回すると共に該長繊維に樹脂を含浸して円環状に成形された繊維体を半割り状にしたものを重ね貼りすることにより円環状に形成されていることを特徴とする建築物の孔補強構造。
A hole reinforcing structure for reinforcing the outer periphery of a round hole formed in a building,
A long fiber is wound along the outer peripheral portion of the round hole, and the long fiber is impregnated with a resin, and a fiber body formed in a ring shape is halved to form an annular shape. A hole reinforcement structure for a building , characterized by being formed .
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JP2009197431A (en) * 2008-02-20 2009-09-03 Maeda Kosen Co Ltd Reinforcing material made of fiber, and reinforcing structure of building skeleton opening using the same
JP2011021379A (en) * 2009-07-15 2011-02-03 Ohbayashi Corp Reinforcing method for existing building and reinforcing structure
EP4129637A4 (en) * 2020-03-30 2024-12-18 JON72 Co., Ltd Member for frp reinforcement, method for producing same, frp molded body and frp connection structure
JP2025110855A (en) * 2024-01-16 2025-07-29 株式会社ジェイ・オー・エヌ・七二 Joint structure of FRP molded body and manufacturing method thereof

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JPH0431566A (en) * 1990-05-29 1992-02-03 Kajima Corp Arrangement of frp reinforcement
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CN108915289A (en) * 2018-06-30 2018-11-30 王建英 A kind of anti-hollowing of construction tile repairs combined spheres and construction method

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