JP4894478B2 - Exterior wall panel repair method and panel reinforcement hardware - Google Patents

Exterior wall panel repair method and panel reinforcement hardware Download PDF

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JP4894478B2
JP4894478B2 JP2006316792A JP2006316792A JP4894478B2 JP 4894478 B2 JP4894478 B2 JP 4894478B2 JP 2006316792 A JP2006316792 A JP 2006316792A JP 2006316792 A JP2006316792 A JP 2006316792A JP 4894478 B2 JP4894478 B2 JP 4894478B2
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wall panel
panel
plate
shaped reinforcing
wall
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JP2008127931A (en
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秀一 千葉
輝之 太田
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Tokyo Electric Power Co Inc
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本発明は、建物の外壁材として相互に間隔をおいて配設された矩形状の外壁パネルの補修方法及びそれに用いるパネル補強金物に関する。   The present invention relates to a method for repairing rectangular outer wall panels arranged at intervals as outer wall materials of a building, and a panel reinforcing hardware used therefor.

例えば火力発電施設の建屋においては、矩形状の外壁パネルを相互に間隔をおいて升目状に並べて配設し、各外壁パネルどうしの間に目地材を施して外壁を施工することが従来から行われている。   For example, in a building of a thermal power generation facility, it has been conventionally practiced to arrange rectangular outer wall panels in a grid pattern with a space between each other, and to apply the joint material between the outer wall panels. It has been broken.

この種の外壁パネルは、セメント系繊維補強パネル(GRCパネル等)で形成されていることが多い。このセメント系繊維補強パネルは、型枠にスラリー状のモルタルと耐アルカリ性ガラス繊維(ロービング:長さ3cm前後)を同時に吹き付けてパネルを製作する。このようにして制作される外壁パネルには、発電施設の騒音が外部に漏洩するのを低減するための吸音材も装備される。   This type of outer wall panel is often formed of a cement fiber reinforced panel (GRC panel or the like). This cement-based fiber reinforced panel is manufactured by simultaneously spraying slurry-like mortar and alkali-resistant glass fiber (roving: about 3 cm in length) on a formwork. The outer wall panel produced in this way is also equipped with a sound absorbing material for reducing the leakage of the noise of the power generation facility to the outside.

ところで、外壁パネルには風圧力や地震力、重力等がかかる。風圧力は外壁に対し、正圧(押す方向)及び負圧(引く方向)に交互にかかる。地震力は外壁に対し、内側に働く方向へ、外側へ働く方向へ交互に働く。このため、外壁パネルに亀裂が発生すると、引っ張り力を負担する補強繊維が切れ、風圧力、地震力、重力により外壁パネルが崩落する恐れがある。   By the way, wind pressure, seismic force, gravity and the like are applied to the outer wall panel. The wind pressure is alternately applied to the outer wall in a positive pressure (pressing direction) and a negative pressure (pulling direction). The seismic force acts alternately on the outer wall in the direction of working inward and in the direction of working outward. For this reason, if a crack occurs in the outer wall panel, the reinforcing fiber bearing the tensile force is cut, and the outer wall panel may collapse due to wind pressure, seismic force, and gravity.

外壁パネルの崩落を未然に防止するためには、その亀裂の入った外壁パネルを取り替えるか補修する必要がある。火力発電施設の建屋においては発電施設との関係で、外壁の内側にも作業員を配置して外壁パネルを取り外すことは不可能な構造となっている場合が多い。その場合、作業員は建屋の外からのみ外壁パネルを取り替える作業を行うことになる。   In order to prevent the outer wall panel from collapsing, it is necessary to replace or repair the cracked outer wall panel. In the building of a thermal power generation facility, there are many cases where it is impossible to dispose an outer wall panel by placing a worker inside the outer wall because of the relationship with the power generation facility. In that case, the worker performs the work of replacing the outer wall panel only from the outside of the building.

図15は従来から採用さている外壁パネルの取り替え工法例を示している。この例では、ゴンドラ1を利用し、取り替え対象の亀裂2入りの外壁パネルPに手や頭を入れることができる大きさの穴3、3を開け、外壁パネルPを支柱4等に取り付けている埋め込みボルトのナットを取り外すことで、外壁パネルPを吊りワイヤ6で吊り降ろし、新たな外壁パネルと取り替える。なお、特許文献1には、プレキャストコンクリート版の背面側にプレキャストコンクリート版補強用の金属板を設ける技術が記載されている。
特開2003−035008号公報
FIG. 15 shows an example of a replacement method for an outer wall panel conventionally employed. In this example, the gondola 1 is used to open holes 3 and 3 having a size that allows a hand and a head to be inserted into the outer wall panel P including the crack 2 to be replaced, and the outer wall panel P is attached to the column 4 and the like. By removing the nut of the embedded bolt, the outer wall panel P is suspended by the hanging wire 6 and replaced with a new outer wall panel. Patent Document 1 describes a technique in which a metal plate for reinforcing a precast concrete plate is provided on the back side of the precast concrete plate.
JP 2003-035008 A

しかしながら、こうした従来の方法では、次のような課題がある。
第1に、外壁パネルPの重量に起因する問題である。この種の外壁パネルPは、軽量な吸音材が装備されているものの、縦1m、横2m、厚さ10cm、重量160kgにも及ぶ。そのため、これを取り替える作業は大掛かりで手間を要する上に作業性が悪いという問題があった。
However, these conventional methods have the following problems.
The first problem is due to the weight of the outer wall panel P. Although this type of outer wall panel P is equipped with a lightweight sound absorbing material, it has a length of 1 m, a width of 2 m, a thickness of 10 cm, and a weight of 160 kg. For this reason, there is a problem in that the work of replacing this is large-scale and requires labor, and the workability is poor.

第2に、取り替え費用の問題である。外壁パネルPの取り替え作業は大掛かりで手間を要するため、その分、費用もかかる。特に、取り替える場合には新たな外壁パネルPを制作しなければならないため、パネル制作費用まで加わり、コスト高になる問題があった。   Second is the problem of replacement costs. Since the replacement work of the outer wall panel P is large and time-consuming, it is expensive. In particular, when replacing, it is necessary to produce a new outer wall panel P, which adds to the panel production cost and increases the cost.

よって、本発明の課題は、外壁パネルに対し、専用の補強材を用いて補強しつつ補修することで、作業性を格段に向上させ、しかもその補修費用も取り替え費用に比べて格段に低コストで済ますことができる外壁パネルの補修方法及びパネル補強金物の技術を提供することにある。   Therefore, the problem of the present invention is that the external wall panel is repaired while being reinforced with a dedicated reinforcing material, so that the workability is remarkably improved, and the repair cost is much lower than the replacement cost. The object is to provide a method of repairing the outer wall panel and the technology of the panel reinforcement hardware that can be completed by the above method.

前記課題を解決するため、本発明では以下の手段を採用した。
本発明は、セメント系繊維補強パネルにより形成された矩形状の外壁パネルを相互に間隔をおいて配設し、各外壁パネルどうしの間に目地材を施した外壁パネルの補修方法であって、補修対象外壁パネルの周囲に存在する前記目地材を除去する第1工程と、補修対象外壁パネルの上下左右の四つの側面部のうち上下の側面部に対し接着剤を介して板状補強材をそれぞれ取り付ける第2工程と、補修対象外壁パネルに対し、その外面と、残り二つの左右の側面部と、各板状補強材の表面とをそれぞれ覆う内面を有する箱形補強材を取り付ける第3工程と、箱形補強材の周囲に目地材を施す第4工程と、を行うことを特徴としている。
In order to solve the above-mentioned problems, the present invention employs the following means.
The present invention is a method for repairing an outer wall panel in which rectangular outer wall panels formed of cement-based fiber reinforced panels are arranged at intervals from each other, and joint material is applied between the outer wall panels. A first step of removing the joint material present around the outer wall panel to be repaired, and a plate-like reinforcing material via an adhesive to the upper and lower side surfaces of the upper, lower, left and right side surfaces of the repair target outer wall panel 2nd process of attaching each, and 3rd process of attaching the box-shaped reinforcement which has the inner surface which covers the outer surface, the remaining two side parts, and the surface of each plate-shaped reinforcement with respect to the outer wall panel to be repaired And a fourth step of applying a joint material around the box-shaped reinforcing material.

本発明によれば、補修対象外壁パネルに対し、板状補強材と箱形補強材とを備える専用のパネル補強金物を用いて補修することで、補修対象外壁パネルを十分に補強しつつ補修することができる。また、補修対象外壁パネルに箱形補強材を被せるようにして取り付けるので、重量物である外壁パネルごと取り替える場合に比べてその作業性を格段に向上させることができ、しかも金属板等を利用した制作容易な補強金物を用いた場合、その補修費用も取り替え費用に比べて格段に低コストで済ますことが可能になる。   According to the present invention, the outer wall panel to be repaired is repaired by using the dedicated panel reinforcement hardware provided with the plate-like reinforcing material and the box-shaped reinforcing material, so that the outer wall panel to be repaired is sufficiently reinforced. be able to. In addition, since the outer wall panel to be repaired is attached so as to cover the box-shaped reinforcing material, the workability can be significantly improved as compared with the case where the outer wall panel which is a heavy object is replaced, and a metal plate or the like is used. When a reinforcement hardware that is easy to produce is used, the repair cost can be significantly reduced compared to the replacement cost.

本発明において、第3工程では、補強対象外壁パネルに対して接着剤により箱形補強材を取り付ける工程と、補強対象外壁パネルに対してネジ止めにより箱形補強材を固定する工程とを含むことが望ましい。このように、補強対象外壁パネルに対して箱形補強材を接着剤とネジ止めの両方で取り付けることにより、簡易な作業で確実かつ高精度に取り付けることができる。   In the present invention, the third step includes a step of attaching the box-shaped reinforcing material to the reinforcing target outer wall panel with an adhesive and a step of fixing the box-shaped reinforcing material to the reinforcing target outer wall panel by screwing. Is desirable. As described above, by attaching the box-shaped reinforcing material to the reinforcing target outer wall panel by both the adhesive and the screwing, it is possible to reliably and highly accurately attach it by a simple operation.

本発明において、外壁パネルは上下の側面部間の寸法よりも左右の側面部間の寸法が大きい横長の長方形状であり、各板状補強材は外壁パネルの上下の側面部に沿ってそれぞれ延びる長方形状に形成され、その長手方向に添う両側部分が互いに内面側へ向かって折れ曲がった屈曲部に形成されていることが望ましい。このように、板状補強材の長手方向に添う両側部分を屈曲部に形成することで、各板状補強材の長手方向の剛性を高めた形状とすることができる。従って、この剛性を高めた板状補強材を外壁パネルの上下の側面部に対して接着材でそれぞれ固定することにより外壁パネルの剛性を高めることができる。   In the present invention, the outer wall panel has a horizontally long rectangular shape in which the dimension between the left and right side parts is larger than the dimension between the upper and lower side parts, and each plate reinforcing member extends along the upper and lower side parts of the outer wall panel. It is desirable to form in the shape of a rectangle, and the both side parts which follow the longitudinal direction are formed in the bending part bent toward the inner surface side mutually. Thus, by forming both side portions along the longitudinal direction of the plate-shaped reinforcing material in the bent portion, the shape of each plate-shaped reinforcing material in the longitudinal direction can be increased. Therefore, the rigidity of the outer wall panel can be increased by fixing the plate-like reinforcing material having increased rigidity to the upper and lower side surfaces of the outer wall panel with the adhesive.

一方、本発明は建物の外壁材として相互に間隔をおいて配設された矩形状の外壁パネルの補修に用いるパネル補強金物であって、前記補修対象外壁パネルの上下左右の四つの側面部のうち上下の側面部に対し接着剤を介して取り付けられる板状補強材と、前記補修対象外壁パネルに対し、その外面と、残り二つの左右の側面部と、前記板状補強材の表面とをそれぞれ覆う内面を有する箱形補強材とを備えることを特徴としている。   On the other hand, the present invention is a panel reinforcement hardware used for repairing a rectangular outer wall panel arranged at intervals as an outer wall material of a building, and includes four upper, lower, left and right side portions of the repaired outer wall panel. Among them, a plate-shaped reinforcing material attached to the upper and lower side surfaces via an adhesive, and the outer surface of the repaired outer wall panel, the remaining two side surfaces, and the surface of the plate-shaped reinforcing material And a box-shaped reinforcing material each having an inner surface to cover each other.

本発明のパネル補強金物によれば、二つの板状補強材と一つの箱形補強材とを備える構成としているので、隣り合う外壁パネル間の間隔(隙間)が小さくてもその隙間を利用してまず板状補強材を差し込むようにして取り付けることができる。そして、板状補強材の取り付け後に、その板状補強材を覆うようにして箱形補強材を取り付けることが可能な構成とすることで、外壁パネルの補強機能向上作用と、パネル補強金物の取り付け作業の向上作用とを効果的に発揮させることができる。   According to the panel reinforcing metal fitting of the present invention, since it is configured to include two plate-shaped reinforcing members and one box-shaped reinforcing member, even if the interval (gap) between adjacent outer wall panels is small, the gap is used. First, it can be attached by inserting a plate-shaped reinforcing material. And, after installing the plate-shaped reinforcing material, it is possible to attach the box-shaped reinforcing material so as to cover the plate-shaped reinforcing material, thereby improving the reinforcing function of the outer wall panel and attaching the panel reinforcing hardware The work improving action can be effectively exhibited.

ここで、板状補強材は外壁パネルの上下の側面部に沿って延びる長方形状に形成され、その長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部に形成されていることが望ましい。このように、板状補強材の長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部に形成されていることで、板状補強材に必要な剛性を付与できる他、外壁パネルの側面部に添う形状とすることが可能になる。   Here, it is desirable that the plate-shaped reinforcing member is formed in a rectangular shape extending along the upper and lower side surface portions of the outer wall panel, and both side portions in the longitudinal direction are formed in bent portions that are bent toward the inner surface side. . In this way, both side portions in the longitudinal direction of the plate-shaped reinforcing material are formed in bent portions that are bent toward the inner surface side, so that the necessary rigidity can be given to the plate-shaped reinforcing material, and the side surface of the outer wall panel It becomes possible to make it the shape which follows a part.

本発明によれば、外壁パネルに対し、専用の補強材を用いて補強しつつ補修することで、作業性を格段に向上させ、しかもその補修費用も取り替え費用に比べて格段に低コストで済ますことができる外壁パネルの補修方法及びパネル補強金物の技術を得ることができる。   According to the present invention, by repairing the outer wall panel while reinforcing it with a dedicated reinforcing material, the workability is remarkably improved, and the repair cost can be significantly lower than the replacement cost. An outer wall panel repairing method and panel reinforcement hardware technology that can be obtained can be obtained.

以下、本発明の好適な実施例について、図面を参照して説明する。なお、以下の実施例では、本発明に係る補修技術を、火力発電所の建屋の外壁に適用した例について説明する。   Preferred embodiments of the present invention will be described below with reference to the drawings. In the following embodiments, an example in which the repair technique according to the present invention is applied to the outer wall of a building of a thermal power plant will be described.

図1は、火力発電所の建屋の外壁部分を示すもので、(a)は建屋の部分立面図、(b)はその断面図である。図2は外壁パネルの外観図である。図3は補強対象外壁パネルとパネル補強金物を示す外観図である。なお、これらの図において図15と共通する部分には同一符号を付してその説明を簡略化する。   FIG. 1 shows an outer wall portion of a building of a thermal power plant, where (a) is a partial elevation view of the building and (b) is a sectional view thereof. FIG. 2 is an external view of the outer wall panel. FIG. 3 is an external view showing the outer wall panel to be reinforced and the panel reinforcement hardware. In these drawings, parts common to those in FIG. 15 are denoted by the same reference numerals and description thereof is simplified.

建屋の外壁部分は、胴縁等を含む支柱4の外側に、植え込みボルト5aとナット5により固定された多数の外壁パネルPにより構成されている。各外壁パネルPは、背景技術の欄で説明したものと同様に、縦1m、横2m、厚さ10cm、重量160kg程度の横長の長方形状であって、相互に間隔をおいて平面長方形の升目状に並べて配設されている。各外壁パネルPどうしの間には目地材10が施されている。   The outer wall portion of the building is constituted by a large number of outer wall panels P fixed to the outer side of the column 4 including the trunk edge and the like by the implantation bolts 5 a and the nuts 5. Each outer wall panel P is a horizontally long rectangular shape having a length of about 1 m, a width of 2 m, a thickness of 10 cm, and a weight of 160 kg, as described in the background art section, and is a plane rectangular grid with a space between each other. Are arranged side by side. A joint material 10 is provided between the outer wall panels P.

この外壁パネルPは、セメント系繊維補強パネル(GRCパネル)で形成されている。セメント系繊維補強パネルは、型枠にスラリー状のモルタルと耐アルカリ性ガラス繊維(ロービング:長さ3cm前後)を同時に吹き付けてパネルを製作したものである。この外壁パネルPは、図4に示すように、支柱4に対向する面である内面側に凹所7が設けられ、その凹所7内に吸音材8が装填されている。凹所7は、図3において破線で示すように、横方向に並べて2箇所形成されている。   The outer wall panel P is formed of a cement fiber reinforced panel (GRC panel). The cement-based fiber reinforced panel is produced by simultaneously spraying slurry-like mortar and alkali-resistant glass fiber (roving: about 3 cm in length) on a formwork. As shown in FIG. 4, the outer wall panel P is provided with a recess 7 on the inner surface side which is a surface facing the support column 4, and a sound absorbing material 8 is loaded in the recess 7. As shown by broken lines in FIG. 3, the recesses 7 are formed in two places in the horizontal direction.

吸音材8は発電施設の騒音が外部に漏洩するのを低減すると共に外壁パネルPの重量を軽減する機能も発揮する。実施例の外壁パネルPの内面側には、吸音材8が装填された凹所7の蓋材の機能を有する金属プレート9が取り付けられている。この金属プレート9は、外壁パネル自体の吸音効果に配慮してステンレス製パンチングメタルにより形成されている。   The sound absorbing material 8 exhibits a function of reducing the noise of the power generation facility from leaking to the outside and reducing the weight of the outer wall panel P. On the inner surface side of the outer wall panel P of the embodiment, a metal plate 9 having a function of a lid member of the recess 7 in which the sound absorbing material 8 is loaded is attached. The metal plate 9 is made of stainless steel punching metal in consideration of the sound absorption effect of the outer wall panel itself.

実施例においては、図1に示すように亀裂2の入った外壁パネルPを取り替える代わりに、図3及び図5に示すようなパネル補強金物Kを用いて補修する考え方を採用している。このパネル補強金物Kは、補修対象外壁パネルPの上下左右の四つの側面部11、12、13、14のうち、上下の側面部11、12に対し接着剤を介してそれぞれ取り付けられる二つの板状補強材20、20と、補修対象外壁パネルPに対し、その外面15と、残り二つの左右の側面部13,14と、板状補強材20の表面とをそれぞれ覆う内面30a(図6参照)を有する箱形補強材30とを備えている。   In the embodiment, instead of replacing the outer wall panel P having the crack 2 as shown in FIG. 1, the concept of repairing using the panel reinforcing hardware K as shown in FIGS. 3 and 5 is adopted. The panel reinforcing hardware K is two plates that are respectively attached to the upper and lower side surface portions 11 and 12 through an adhesive among the upper and lower side surface portions 11, 12, 13, and 14 of the outer wall panel P to be repaired. The inner surface 30a (see FIG. 6) covers the outer surface 15, the remaining two left and right side surface portions 13, 14 and the surface of the plate-shaped reinforcing member 20 with respect to the outer reinforcement panel 20, 20 and the repair target outer wall panel P. ) Having a box-shaped reinforcing member 30.

板状補強材20、20は、外壁パネルPの上下の側面部11,12に沿って延びる長方形状に形成され、その長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部21、22にそれぞれ形成されている。このように、板状補強材20の長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部21、22に形成されていることで、板状補強材20に必要な剛性を付与できる他、外壁パネルPの側面部11、12に添う形状とすることが可能になる。   The plate-shaped reinforcing members 20 and 20 are formed in a rectangular shape extending along the upper and lower side surface portions 11 and 12 of the outer wall panel P, and bent portions 21 and 22 whose both longitudinal portions are bent toward the inner surface side. Are formed respectively. As described above, the both sides of the plate-shaped reinforcing member 20 in the longitudinal direction are formed in the bent portions 21 and 22 that are bent toward the inner surface side. It becomes possible to make it the shape which follows the side parts 11 and 12 of the outer wall panel P. FIG.

なお、外壁パネルPの外面15側の縁取りが内面16側の縁取りよりも大きく形成されているため、それに対応させて、屈曲部21よりも屈曲部22の方が大きく形成されている。   In addition, since the edge on the outer surface 15 side of the outer wall panel P is formed larger than the edge on the inner surface 16 side, the bent portion 22 is formed larger than the bent portion 21 correspondingly.

箱形補強材30は、鋼板の曲げ加工と溶接により片面のみが開放した扁平な箱形に形成されている。具体的には、平面長方形状の一つの表面板31と、上下の側面板32、33と、左右の側面板34、35とにより形成されている。但し、表面板31と上下の側面板32、33とが連続する部分は板状補強材20の屈曲部22に対応させてテーパ面32a、33aに形成されている。   The box-shaped reinforcing material 30 is formed in a flat box shape in which only one surface is opened by bending and welding a steel plate. Specifically, it is formed of one surface plate 31 having a planar rectangular shape, upper and lower side plates 32 and 33, and left and right side plates 34 and 35. However, portions where the surface plate 31 and the upper and lower side plates 32 and 33 are continuous are formed on the tapered surfaces 32 a and 33 a so as to correspond to the bent portions 22 of the plate-like reinforcing member 20.

この実施例のパネル補強金物Kによれば、二つの板状補強材20と一つの箱形補強材30とを備える構成としているので、隣り合う外壁パネルP間の間隔(隙間)Sが小さくてもその隙間Sを利用してまず板状補強材20を差し込むようにして取り付けることができる。そして、板状補強材20の取り付け後に、その板状補強材20を覆うようにして箱形補強材30を取り付けることが可能な構成とすることで、外壁パネルPの補強機能向上作用と、パネル補強金物Kの取り付け作業の向上作用とを効果的に発揮させることができる。   According to the panel reinforcing hardware K of this embodiment, since it is configured to include two plate-shaped reinforcing members 20 and one box-shaped reinforcing member 30, the interval (gap) S between adjacent outer wall panels P is small. Alternatively, the plate-like reinforcing member 20 can be first inserted by using the gap S. And after attaching the plate-shaped reinforcing material 20, it is set as the structure which can attach the box-shaped reinforcing material 30 so that the plate-shaped reinforcing material 20 may be covered, the reinforcement function improvement effect | action of the outer wall panel P, and a panel The effect of improving the mounting work of the reinforcing hardware K can be effectively exhibited.

次に、このパネル補強金物Kを用いたパネル補修方法について説明する。
この実施例のパネル補修方法は、図1及び図7に示すように、まず、補修対象外壁パネルPの周囲に存在する既設シール(目地材)10を除去する工程(第1工程)を行う。
Next, a panel repair method using the panel reinforcing hardware K will be described.
In the panel repairing method of this embodiment, as shown in FIGS. 1 and 7, first, a step (first step) of removing the existing seal (joint material) 10 existing around the outer wall panel P to be repaired is performed.

次に、補修対象外壁パネルPの上下左右の四つの側面部11,12,13,14のうち上下の側面部11、12に対し接着剤(図示せず)を介して板状補強材20、20をそれぞれ取り付ける工程(第2工程)を行う。板状補強材20、20は、その内面に接着剤を塗布してから、上下の外壁パネル間の隙間S(図4参照)に差し込むことにより取り付けることが好ましい。   Next, the plate-shaped reinforcing member 20 is attached to the upper and lower side surface portions 11 and 12 among the upper and lower side surface portions 11, 12, 13 and 14 of the repair target outer wall panel P via an adhesive (not shown). The process (2nd process) which attaches 20 each is performed. The plate-like reinforcing members 20 and 20 are preferably attached by applying an adhesive to the inner surfaces thereof and then inserting them into the gaps S (see FIG. 4) between the upper and lower outer wall panels.

板状補強材20の取り付けに際しては、接着剤が必要な程度に硬化するまで、その板状補強材20を上下の側面部11,12に対して充分に押し付けておくことが好ましい。例えば図11に示すように、上下で隣り合う板状補強材20、20間にスペーサ36を差し込んでおくことができる。   When the plate-like reinforcing member 20 is attached, it is preferable that the plate-like reinforcing member 20 is sufficiently pressed against the upper and lower side surface portions 11 and 12 until the adhesive is cured to a necessary degree. For example, as shown in FIG. 11, a spacer 36 can be inserted between the plate-like reinforcing members 20 adjacent to each other in the vertical direction.

なお、必要に応じて、この第2工程の前に、あるいは第2工程の後に、補修対象外壁パネルPに、箱形補強材30を固定するための雌ねじ付きアンカー50を複数(外壁パネルの四隅近くの4箇所と中間の2箇所程度)取り付けておく。例えば、図8に示すように、補修対象外壁パネルPに電動ドリル51により穴52を開け、図9に示すように、穴52内に注入具53により接着剤54を注入した後、アンカー50を挿入して取り付けておく。   If necessary, before or after the second step, a plurality of internally threaded anchors 50 (four corners of the outer wall panel) for fixing the box-shaped reinforcing material 30 to the outer wall panel P to be repaired are provided. 4 places nearby and 2 places in the middle). For example, as shown in FIG. 8, a hole 52 is opened in the outer wall panel P to be repaired by an electric drill 51, and an adhesive 54 is injected into the hole 52 by an injection tool 53 as shown in FIG. Insert and install.

次に、補修対象外壁パネルPに対し、その外面15と、残り二つの左右の側面部13、14と、各板状補強材20の表面とをそれぞれ覆う内面30aを有する箱形補強材30を取り付ける工程(第3工程)を行う。   Next, for the outer wall panel P to be repaired, a box-shaped reinforcing member 30 having an inner surface 30a that covers the outer surface 15, the remaining two left and right side portions 13, 14 and the surface of each plate-like reinforcing member 20 is provided. An attaching step (third step) is performed.

この第3工程では、補強対象外壁パネルPに対して接着剤(図示せず)により箱形補強材30を取り付ける工程と、補強対象外壁パネルPに対してネジ止めにより箱形補強材30を固定する工程とを含むことが望ましい。このように、補強対象外壁パネルPに対して箱形補強材30を接着剤とネジ止めの両方で取り付けることにより、簡易な作業で確実かつ高精度に取り付けることができる。 In this third step, the box-shaped reinforcing material 30 is fixed to the reinforcing target outer wall panel P by screws and the box-shaped reinforcing material 30 is fixed to the reinforcing target outer wall panel P by screwing. It is desirable to include the process of carrying out. Thus, by attaching the box-shaped reinforcing material 30 to the reinforcement target outer wall panel P by both the adhesive and screwing, it is possible to reliably and highly accurately attach it by a simple operation.

ここで、接着剤を用いる場合は、相互の接着硬化を高めるために、箱形補強材30の内面30a全体と補強対象外壁パネルPの外面15、両側の側面部13、14及び板状補強材20の表面の双方に対して塗布することが好ましい。ネジ止めにより固定する場合は、図12に示すように予め設けておいたアンカー50に頭部付きボルト55を電動ボックスレンチ56によりねじ込むことで固定することが好ましい。その場合、アンカー50に対応する箱形補強材30の部分に予めボルト穴を設けておく。   Here, in the case where an adhesive is used, in order to enhance mutual adhesion and hardening, the entire inner surface 30a of the box-shaped reinforcing member 30, the outer surface 15 of the outer wall panel P to be reinforced, the side portions 13 and 14 on both sides, and the plate-shaped reinforcing member. It is preferable to apply to both of the 20 surfaces. In the case of fixing by screwing, it is preferable to fix the head-mounted bolt 55 by screwing it with an electric box wrench 56 into an anchor 50 provided in advance as shown in FIG. In that case, a bolt hole is provided in advance in the portion of the box-shaped reinforcing material 30 corresponding to the anchor 50.

上記のようにしてパネル補強金物Kの取り付け作業を終えたら、図13に示すように、箱形補強材30の周囲に目地材10を施す工程(第4工程)を行う。なお、この第4工程においては、目地材10の他に、補強済み外壁パネルPのタッチアップ(頭部付き固定ボルトの塗装を含む)等の仕上げ作業を行い、完了とする。   When the panel reinforcing hardware K is attached as described above, a step (fourth step) of applying the joint material 10 around the box-shaped reinforcing member 30 is performed as shown in FIG. In the fourth step, in addition to the joint material 10, finishing work such as touch-up of the reinforced outer wall panel P (including painting of fixing bolts with a head) is performed and completed.

実施例によれば、補修対象外壁パネルPに対し、板状補強材20と箱形補強材30とを備える専用のパネル補強金物Kを用いて補修することで、補修対象外壁パネルPを十分に補強しつつ補修することができる。また、補修対象外壁パネルPに箱形補強材30を被せるようにして取り付けるので、重量物である外壁パネルPごと取り替える場合に比べてその作業性を格段に向上させることができ、しかも金属板等を利用した制作容易な補強金物を用いることで、その補修費用も取り替え費用に比べて格段に低コストで済ますことができる。   According to the embodiment, the outer wall panel P to be repaired can be sufficiently repaired by repairing the outer wall panel P to be repaired using the dedicated panel reinforcement hardware K including the plate-like reinforcing member 20 and the box-shaped reinforcing member 30. It can be repaired while reinforcing. Further, since the outer wall panel P to be repaired is attached so as to cover the box-shaped reinforcing material 30, the workability can be significantly improved as compared with the case where the outer wall panel P which is a heavy object is replaced. By using reinforcement hardware that is easy to produce, the repair cost can be reduced significantly compared with the replacement cost.

なお、図14に亀裂あり外壁パネルの現状と補強強度試験結果を示す。ここでは、実験結果(正圧方向)、実験結果(負圧方向)、設計時の風圧力(正・負圧方向)、設計時のGRC基準強度、現状パネルの統計処理強度(正圧方向最小値)、現状パネルの統計処理強度(負圧方向最小値)を、パネルA〜パネルD及び鋼板補強パネル(1)〜鋼板補強パネル(6)についてそれぞれ示している。この実験結果に基づいて以下の点を確認した。   In addition, the present condition of a cracked outer wall panel and a reinforcement strength test result are shown in FIG. Here, experimental results (positive pressure direction), experimental results (negative pressure direction), wind pressure during design (positive and negative pressure directions), GRC reference strength during design, current panel statistical processing strength (minimum positive pressure direction) Value) and statistical processing strength (minimum value in the negative pressure direction) of the current panel are shown for panels A to D and steel plate reinforcing panel (1) to steel plate reinforcing panel (6), respectively. The following points were confirmed based on the experimental results.

(a)亀裂のある外壁パネルの強度は、正・負方向とも新設時の基準強度を満足しない。(b)パネルAは現状のパネル、パネルB、C、Dは表面を鋼板・ポリエステルライニング・エポキシライニングしたパネル。パネルAは正・負方向とも破壊強度、パネルB、C、Dについて正方向は破壊強度、負方向は機械の載荷最大荷重。
(c)鋼板補強パネル(1)(2)(3)(4)は正方向で設計時の基準強度を確認、破壊までに至っていない。
(d)鋼板補強パネル(3')は(3)のパネルに掛けた荷重を戻し、再度、正方向に荷
重を加えたが破壊までに至っていない。
(e)鋼板補強パネル(5)(6)は正方向の強度を確認、破壊までに至っていない。
(A) The strength of the cracked outer wall panel does not satisfy the standard strength when newly installed in both the positive and negative directions. (B) Panel A is the current panel, and panels B, C, and D are panels whose surfaces are steel sheet, polyester lining, and epoxy lining. Panel A has breaking strength in both positive and negative directions. For panels B, C, and D, the positive direction is the breaking strength, and the negative direction is the maximum load on the machine.
(C) Steel plate reinforcement panels (1), (2), (3), and (4) have confirmed the reference strength at the time of design in the positive direction and have not yet been destroyed.
(D) The steel plate reinforcing panel (3 ′) returns the load applied to the panel of (3), and the load is applied in the positive direction again, but it has not yet been destroyed.
(E) Steel plate reinforcing panels (5) and (6) have been confirmed to have positive strength and have not yet been destroyed.

この実施例によれば、次のような効果が得られる。
(i)外壁パネルの上・下部にステンレス製の[]形のような板状補強材(補強金物)を、弾性エポキシ系接着剤を使用して取り付け、その上から箱形補強材を取り付けて補強した外壁パネルは、正・負方向とも新設時の基準強度を満足できた。
(ii)亀裂のある外壁パネルを鋼板補強すれば新設時の強度に復元できる。
(iii)一組で20kg程度のパネル補強金物(箱形補強材と上下の板状補強材)と、弾性エポキシ接着剤を使用して、亀裂のある外壁パネルを補強することができた。
(iv)重量が外壁パネルよりも軽く、作業性が良い。
(v)外壁パネルを取り替える半分の費用で補強できた。
According to this embodiment, the following effects can be obtained.
(I) Attach a plate-shaped reinforcing material (reinforcement hardware) made of stainless steel [] to the top and bottom of the outer wall panel using elastic epoxy adhesive, and then attach a box-shaped reinforcing material from above. Reinforced outer wall panels were able to satisfy the new standard strength in both the positive and negative directions.
(Ii) If the outer wall panel having cracks is reinforced with a steel plate, it can be restored to the strength at the time of new installation.
(Iii) A cracked outer wall panel could be reinforced by using a panel reinforcing hardware (a box-shaped reinforcing material and upper and lower plate-shaped reinforcing materials) of about 20 kg as a set and an elastic epoxy adhesive.
(Iv) The weight is lighter than the outer wall panel and the workability is good.
(V) It could be reinforced at half the cost of replacing the outer wall panel.

なお、以上の実施例では、本発明を火力発電所の建屋の外壁部分に適用した例を示したが、基本的には重量のある外壁パネルを間隔をおいて配設した他の建屋の外壁部分に対しても同様に適用することができる。   In the above embodiment, the present invention is applied to the outer wall portion of the building of the thermal power plant. Basically, the outer wall of another building in which heavy outer wall panels are arranged at intervals. The same applies to the part.

本発明が適用される既存の建屋の外壁部分を示すもので、(a)は部分立面図、(b)はその断面図である。The outer wall part of the existing building where this invention is applied is shown, (a) is a partial elevation, (b) is the sectional drawing. 本発明が適用される既存の外壁パネルの外観図である。It is an external view of the existing outer wall panel to which this invention is applied. 本発明の実施例に係る補強対象外壁パネルとパネル補強金物を示す外観図である。It is an external view which shows the reinforcement outer wall panel and panel reinforcement metal fitting which concern on the Example of this invention. 本発明の実施例に係る補強対象外壁パネルの一部省略断面図である。It is a partially omitted sectional view of the outer wall panel to be reinforced according to the embodiment of the present invention. 本発明の実施例に係る補強対象外壁パネルと板状補強材の一部省略断面図である。It is a partially abbreviate | omitted sectional view of the reinforcement outer wall panel and plate reinforcement which concern on the Example of this invention. 本発明の実施例に係る補強対象外壁パネルと板状補強材及び箱形補強材の一部省略断面図である。It is a partially omitted cross-sectional view of the outer wall panel to be reinforced, the plate-shaped reinforcing material, and the box-shaped reinforcing material according to the embodiment of the present invention. 本発明の実施例に係る補修方法(既設シール除去工程)を示す斜視図である。It is a perspective view which shows the repair method (existing seal removal process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(穴明け工程)を示す斜視図である。It is a perspective view which shows the repair method (drilling process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(接着剤注入工程)を示す斜視図である。It is a perspective view which shows the repair method (adhesive agent injection | pouring process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(アンカー挿入工程)を示す斜視図である。It is a perspective view which shows the repair method (anchor insertion process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(スペーサ挿入工程)を示す斜視図である。It is a perspective view which shows the repair method (spacer insertion process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(ネジ止め工程)を示す斜視図である。It is a perspective view which shows the repair method (screwing process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法(目地シール打ち工程)を示す斜視図である。It is a perspective view which shows the repair method (joint seal hitting process) which concerns on the Example of this invention. 本発明の実施例に係る補修方法の補強強度試験結果をグラフで示す説明図である。It is explanatory drawing which shows the reinforcement strength test result of the repair method which concerns on the Example of this invention with a graph. 従来の外壁パネルの補修方法(取り替え)を説明する立面図である。It is an elevation view illustrating a conventional repair method (replacement) of the outer wall panel.

符号の説明Explanation of symbols

1 ゴンドラ
2 亀裂
3 穴
4 支柱
5 ナット
5a 植え込みボルト
6 ワイヤ
10 目地材
11、12 上下の側面部
13、14 左右の側面部
15 外面
16 内面
20 板状補強材
21、22 屈曲部
30 箱形補強材
31 表面
32、33 上下の側面板
34、35 左右の側面板
36 スペーサ
P 外壁パネル
K パネル補強金物
DESCRIPTION OF SYMBOLS 1 Gondola 2 Crack 3 Hole 4 Strut 5 Nut 5a Planting bolt 6 Wire 10 Joint material 11, 12 Upper and lower side surface parts 13, 14 Left and right side surface parts 15 Outer surface 16 Inner surface 20 Plate-shaped reinforcing material 21, 22 Bending part 30 Box type reinforcement Material 31 Surface 32, 33 Upper and lower side plates 34, 35 Left and right side plates 36 Spacer P Outer wall panel K Panel reinforcement hardware

Claims (5)

セメント系繊維補強パネルにより形成された矩形状の外壁パネルを相互に間隔をおいて配設し、各外壁パネルどうしの間に目地材を施した外壁パネルの補修方法であって、
補修対象外壁パネルの周囲に存在する前記目地材を除去する第1工程と、
前記補修対象外壁パネルの上下左右の四つの側面部のうち上下の側面部に対し接着剤を介して板状補強材を取り付ける第2工程と、
前記補修対象外壁パネルに対し、その外面と、残り二つの左右の側面部と、前記補強金属板の表面とをそれぞれ覆う内面を有する箱形補強材を取り付ける第3工程と、
前記箱形補強材の周囲に目地材を施す第4工程と、を行うことを特徴とする外壁パネルの補修方法。
A rectangular outer wall panel formed by cement-based fiber reinforced panels is arranged with a space between each other, and a method for repairing an outer wall panel in which joint material is applied between the outer wall panels,
A first step of removing the joint material present around the outer wall panel to be repaired;
A second step of attaching a plate-like reinforcing material to the upper and lower side surfaces of the repair target outer wall panel through the adhesive to the upper and lower side surfaces;
A third step of attaching a box-shaped reinforcing material having an inner surface covering the outer surface, the remaining two left and right side surface portions, and the surface of the reinforcing metal plate to the repair target outer wall panel;
And a fourth step of applying joint material around the box-shaped reinforcing material.
前記第3工程では、前記補強対象外壁パネルに対して接着剤により前記箱形補強材を取り付ける工程と、前記補強対象外壁パネルに対してネジ止めにより前記箱形補強材を固定する工程と、を含むことを特徴とする請求項1に記載の外壁パネルの補修方法。   In the third step, the step of attaching the box-shaped reinforcing material to the reinforcing target outer wall panel with an adhesive, and the step of fixing the box-shaped reinforcing material to the reinforcing target outer wall panel by screwing, The repair method of the outer wall panel of Claim 1 characterized by the above-mentioned. 前記外壁パネルは上下の側面部間の寸法よりも左右の側面部間の寸法が大きい横長の長方形状であり、前記板状補強材は前記外壁パネルの上下の側面部に沿って延びる長方形状に形成され、その長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部に形成されている、請求項1に記載の外壁パネルの補修方法。   The outer wall panel has a horizontally long rectangular shape in which the dimension between the left and right side parts is larger than the dimension between the upper and lower side parts, and the plate-like reinforcing member has a rectangular shape extending along the upper and lower side parts of the outer wall panel. The method for repairing an outer wall panel according to claim 1, wherein the outer wall panel is formed at a bent portion that is bent toward the inner surface side. 建物の外壁材として相互に間隔をおいて配設された矩形状の外壁パネルの補修に用いるパネル補強金物であって、
前記補修対象外壁パネルの上下左右の四つの側面部のうち上下の側面部に対し接着剤を介して取り付けられる板状補強材と、
前記補修対象外壁パネルに対し、その外面と、残り二つの左右の側面部と、前記板状補強材の表面とをそれぞれ覆う内面を有する箱形補強材とを備えることを特徴とするパネル補強金物。
Panel reinforcement hardware used for repairing rectangular outer wall panels arranged at intervals as outer wall materials of a building,
A plate-like reinforcing material attached via an adhesive to the upper and lower side surface portions of the four upper and lower side surfaces of the repair target outer wall panel;
A panel reinforcing hardware comprising a box-shaped reinforcing member having an inner surface that covers an outer surface of the repaired outer wall panel, two left and right side portions, and a surface of the plate-shaped reinforcing member. .
前記板状補強材は前記外壁パネルの上下の側面部に沿って延びる長方形状に形成され、その長手方向の両側部分が互いに内面側へ向かって折れ曲がった屈曲部に形成されている、請求項4に記載のパネル補強金物。   The said plate-shaped reinforcing material is formed in the rectangular shape extended along the up-and-down side part of the said outer wall panel, The both sides part of the longitudinal direction is formed in the bending part bent toward the inner surface side mutually. Panel reinforcement hardware described in 1.
JP2006316792A 2006-11-24 2006-11-24 Exterior wall panel repair method and panel reinforcement hardware Expired - Fee Related JP4894478B2 (en)

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