JP2009221820A - Heat insulating wall structure - Google Patents

Heat insulating wall structure Download PDF

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JP2009221820A
JP2009221820A JP2008070623A JP2008070623A JP2009221820A JP 2009221820 A JP2009221820 A JP 2009221820A JP 2008070623 A JP2008070623 A JP 2008070623A JP 2008070623 A JP2008070623 A JP 2008070623A JP 2009221820 A JP2009221820 A JP 2009221820A
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heat insulating
plate
concrete
insulating plate
wall structure
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JP5057470B2 (en
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Daisaku Nishimoto
大策 西本
Takashi Isohata
隆 五十幡
Toyomichi Oya
豊道 大家
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SUNTRADING CO Ltd
Dow Kakoh KK
Mitsubishi Shoji Construction Materials Corp
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SUNTRADING CO Ltd
Dow Kakoh KK
Mitsubishi Shoji Construction Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To prevent the occurrence of separation of a heat insulating plate 1 and cracks and breaking in the heat insulating plate 1 due to rocking of a skeleton in a heat insulating wall structure in which the skeleton of a building is provided with a concrete formed plate rockable and displaceable with rocking of the skeleton, and the heat insulating plate 1 made of synthetic resin foamed body is adhesively bonded to the inside of the concrete formed plate. <P>SOLUTION: The heat insulating plate 1 is separately adhesively bonded to each of the concrete formed plates, and an easily compressed part 2 more flexible than the central part of the heat insulating plate 1 is formed on the side edge of the heat insulating plate 1. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、鉄骨などの構造躯体に、例えば中空押出成形コンクリート板、軽量気泡コンクリート板(ALC板)、プレキャストコンクリート板(PC板)、ガラス繊維強化セメント板(GRC板)などのコンクリート成形板を壁材として取り付けた壁に適用される断熱壁構造に関する   In the present invention, a concrete molded plate such as a hollow extruded concrete plate, a lightweight cellular concrete plate (ALC plate), a precast concrete plate (PC plate), a glass fiber reinforced cement plate (GRC plate) or the like is applied to a structural frame such as a steel frame. Insulating wall structure applied to walls installed as wall material

従来、建物の躯体に、短冊状の金属片の中央部に1段の段差を形成したZクリップを用いて、当該躯体の揺れに伴って揺動又は変位可能に中空押出コンクリート成形板を取り付けた壁において、中空押出コンクリート成形板の内面側に断面逆台形状に突出した凸条を形成しておくと共に、断熱板の表面にも、この凸条と嵌まり合う断面逆台形状の凹溝を形成しておき、前記凸条と凹溝を嵌め合わせることで、中空押出コンクリート成形板の内面に断熱板を取り付けた断熱壁構造が知られている(例えば、特許文献1参照)。また、ALC板で構成した壁の内側に、接着剤で断熱板を固定した断熱壁構造も知られている(例えば、特許文献2参照)。   Conventionally, a hollow extruded concrete molded plate has been attached to a building housing so that it can be swung or displaced in accordance with the shaking of the housing using a Z-clip formed with a step in the center of a strip-shaped metal piece. On the wall, a convex strip protruding in the shape of an inverted trapezoidal cross section is formed on the inner surface side of the hollow extruded concrete molded plate, and a concave groove having an inverted trapezoidal cross section that fits the convex strip is also formed on the surface of the heat insulating plate. A heat insulating wall structure is known in which a heat insulating plate is attached to the inner surface of a hollow extruded concrete molded plate by forming and fitting the ridges and concave grooves together (see, for example, Patent Document 1). Moreover, the heat insulation wall structure which fixed the heat insulation board with the adhesive agent inside the wall comprised with the ALC board is also known (for example, refer patent document 2).

特開2007−92290号公報JP 2007-92290 A 特開2006−63663号公報JP 2006-63663 A

しかしながら、特許文献1に記載の断熱壁構造は、逆テーパ面を有する凸条を形成しなければならないことから、押出成形したコンクリート成形板が適用対象で、型成形したコンクリート成形板には適用しにくい問題がある。また、建物の大きさや構造上、使用する総てのコンクリート成形板について凸条の間隔を同じにすることは困難で、この凸条の間隔に合わせて断熱板に凹溝を形成し、各断熱板の凹溝を、間隔が一致する凸条と嵌め合わせなければならず、加工に手間がかかる問題もある。さらには、地震などで躯体が揺れた場合、躯体と共に中空押出コンクリート成形板が揺動又は変位し、これによって相隣接する断熱板同士が押し合って、コンクリート成形板の凸条と断熱板の凹溝間の嵌合が外れて断熱板がずれたり、断熱板に亀裂や欠けを生じて断熱欠損を生じやすい問題もある。   However, since the heat insulating wall structure described in Patent Document 1 has to form a ridge having an inversely tapered surface, it is applicable to an extruded concrete molded plate and is not applicable to a molded concrete molded plate. There is a difficult problem. Also, because of the size and structure of the building, it is difficult to make the intervals between the ridges the same for all the concrete molded plates used. There is also a problem that the concave groove of the plate has to be fitted with the ridges having the same interval, which takes time for processing. Furthermore, when the housing is shaken due to an earthquake or the like, the hollow extruded concrete molded plate swings or displaces together with the housing, so that the adjacent heat insulating plates are pressed against each other, and the ridges of the concrete molded plate and the concaves of the heat insulating plate are pressed. There is also a problem that the insulation between the grooves is disengaged and the heat insulating plate is displaced, or the heat insulating plate is easily cracked or chipped to cause a heat insulating defect.

一方、特許文献2に記載の断熱壁構造は、コンクリート成形板と断熱板に特別な加工を必要とせず、容易に施工できる利点がある。しかし、地震などで躯体が揺れた場合、複数のコンクリート成形板間に跨って断熱板が接着されていると、コンクリート成形板の異なる動きにより断熱板の剥離や割れを生じやすい。また、断熱板を各コンクリート成形板毎に分けて接着しても、上記特許文献1に記載の断熱壁構造と同様に、相隣接するコンクリート成形板に接着されている断熱板間に押し合いを生じ、断熱板が剥離してしまったり、亀裂や欠けを生じやすい問題がある。   On the other hand, the heat insulating wall structure described in Patent Document 2 has an advantage that it can be easily constructed without requiring special processing for the concrete molded plate and the heat insulating plate. However, when the housing is shaken due to an earthquake or the like, if the heat insulating plate is bonded across a plurality of concrete molded plates, the heat insulating plates are likely to be peeled off or cracked due to different movements of the concrete molded plates. In addition, even if the heat insulating plate is divided and bonded to each concrete molded plate, as in the heat insulating wall structure described in Patent Document 1, pressing occurs between the heat insulating plates bonded to the adjacent concrete formed plates. There is a problem that the heat insulating plate is peeled off or cracks and chips are likely to occur.

本発明は、上記従来の問題点に鑑みてなされたもので、建物の躯体に、当該躯体の揺れに伴って揺動又は変位可能にコンクリート成形板を取り付け、このコンクリート成形板の内側に合成樹脂発泡体製の断熱板を接着した断熱壁構造において、躯体の揺れに伴う断熱板の剥離や、断熱板への亀裂や欠けの発生を防止できるようにすることを目的とする。   The present invention has been made in view of the above-described conventional problems. A concrete molded plate is attached to a building frame so as to be swingable or displaceable in accordance with the shaking of the frame, and a synthetic resin is placed inside the concrete molded plate. An object of the present invention is to prevent the heat insulating plate from peeling off due to the shaking of the casing, and the generation of cracks and chips to the heat insulating plate in the heat insulating wall structure to which the foam heat insulating plate is bonded.

本発明は、上記目的のために、建物の躯体に、当該躯体の揺れに伴って揺動又は変位可能にコンクリート成形板が取り付けられており、このコンクリート成形板の内側に合成樹脂発泡体製の断熱板が取り付けられた断熱壁構造において、断熱板が各コンクリート成形板毎に分かれて接着されており、しかも断熱板の側縁部が、断熱板の中央部に比して柔軟な易圧縮部となっていることを特徴とする断熱壁構造を提供するものである。   In the present invention, for the above purpose, a concrete molded plate is attached to a building frame so as to be swingable or displaceable in accordance with the shaking of the frame, and the inside of the concrete molded plate is made of a synthetic resin foam. In the heat insulating wall structure to which the heat insulating plate is attached, the heat insulating plate is divided and bonded to each concrete molded plate, and the side edge of the heat insulating plate is more flexible than the central portion of the heat insulating plate. It provides the heat insulation wall structure characterized by becoming.

また、上記本発明は、易圧縮部が、断熱板の側縁に沿って表裏交互に溝が形成された領域として形成されていること、
易圧縮部が、予め弾性圧縮変形を超えて圧縮変形させた領域として形成されていること、
断熱板とコンクリート成形板が、それぞれ平面長方形状をなし、長辺を縦方向にして取り付けられていると共に、断熱板の少なくとも長辺側の側縁部に易圧縮部が設けられていること、
断熱板とコンクリート成形板が、それぞれ平面長方形状をなし、長辺を横方向にして取り付けられていると共に、断熱板の少なくとも短辺側の側縁部に易圧縮部が設けられていること、
断熱板とコンクリート成形板の幅が等しく、しかも断熱板とコンクリート成形板とが幅を合わせて接着されていること、
横方向に相隣接するコンクリート成形板間の継ぎ目の少なくとも内端側に目地材が介在されており、該コンクリート成形板間の継ぎ目に対向する断熱板のコーナー部が切り欠かれていることによって、目地材収容部を形成していること、
をその好ましい態様として含むものである。
Further, in the present invention, the easily compressible portion is formed as a region where grooves are alternately formed on the front and back along the side edge of the heat insulating plate,
The easily compressible part is formed as a region that has been compressed and deformed in advance beyond elastic compressive deformation,
The heat insulating plate and the concrete molded plate each have a planar rectangular shape and are attached with the long side in the vertical direction, and an easily compressing portion is provided at least on the side edge of the long side of the heat insulating plate,
The heat insulating plate and the concrete molded plate each have a planar rectangular shape and are attached with the long side in the horizontal direction, and an easily compressing portion is provided on at least the side edge of the heat insulating plate,
The width of the heat insulating plate and the concrete molded plate are equal, and the heat insulating plate and the concrete molded plate are bonded with the same width,
The joint material is interposed at least on the inner end side of the seam between the concrete molding plates adjacent to each other in the lateral direction, and the corner portion of the heat insulating plate facing the seam between the concrete molding plates is cut away. Forming a joint material container,
Is included as a preferred embodiment thereof.

本発明の断熱壁構造においては、各コンクリート成形板毎に分かれて断熱板が接着されていることから、各コンクリート成形板に異なる動きを生じても、2以上のコンクリート成形板間に跨って断熱板を接着した場合のような無理な力が断熱板に加わることを防止することができる。   In the heat insulating wall structure of the present invention, since the heat insulating plate is bonded to each concrete molded plate, even if different movements occur in each concrete formed plate, heat insulation is performed across two or more concrete formed plates. It is possible to prevent an unreasonable force such as when the plates are bonded to the heat insulating plate.

一方、本発明の断熱壁構造においては、コンクリート成形板の内側に接着されている断熱板の側縁部が、断熱板の中央部に比して柔軟な易圧縮部となっている。このため、地震などで躯体が揺れ、相隣接するコンクリート成形板に接着された断熱板同士が押し合っても、この易圧縮部が変形して押圧力を吸収することができ、断熱板に大きな力が作用するのを防止することができる。従って、断熱板が相互に押し合って剥離してしまったり、亀裂や欠けを生じてしまうことを防止することができる。   On the other hand, in the heat insulation wall structure of this invention, the side edge part of the heat insulation board adhere | attached inside the concrete shaping | molding board is a flexible easily compression part compared with the center part of a heat insulation board. For this reason, even if the body shakes due to an earthquake or the like and the heat insulating plates bonded to the adjacent concrete molding plates are pressed together, the easily compressible portion can be deformed to absorb the pressing force, The force can be prevented from acting. Therefore, it can be prevented that the heat insulating plates are pressed against each other and peeled off, or cracks and chips are generated.

また、本発明の断熱壁構造は、コンクリート成形板や断熱板に特別な加工を施すことなく、接着剤による断熱板の接着という簡便な方法で得ることができるので、施工性がよく、コストの削減及び工期の短縮を図ることができる。   In addition, the heat insulating wall structure of the present invention can be obtained by a simple method of adhering the heat insulating plate with an adhesive without applying special processing to the concrete molded plate or the heat insulating plate, so that the workability is good and the cost is low. Reduction and shortening of construction period can be achieved.

以下、図面に基づいて本発明をさらに説明する。   Hereinafter, the present invention will be further described with reference to the drawings.

図1は本発明に用いる断熱板の一例を示す斜視図、図2は図1に示される断熱板の中央部分を省略した拡大断面図、図3は本発明に係る断熱壁構造の一例を示す断面図、図4は断熱板とコンクリート成形板の取り付け状態を示す斜視図、図5は横方向に相隣接するコンクリート成形板間の継ぎ目周りの拡大横断面図である。なお、図1〜図5において、同じ符号は同じ部材又は部位を示す。   1 is a perspective view showing an example of a heat insulating plate used in the present invention, FIG. 2 is an enlarged cross-sectional view in which the central portion of the heat insulating plate shown in FIG. 1 is omitted, and FIG. 3 shows an example of a heat insulating wall structure according to the present invention. FIG. 4 is a perspective view showing a mounting state of a heat insulating plate and a concrete molded plate, and FIG. 5 is an enlarged cross sectional view around a joint between concrete molded plates adjacent to each other in the horizontal direction. 1 to 5, the same reference numerals indicate the same members or parts.

図1及び図2に示されるように、本発明の断熱壁構造に用いる断熱板1は、相対向する側縁に易圧縮部2を有するものとなっている。   As shown in FIGS. 1 and 2, the heat insulating plate 1 used in the heat insulating wall structure of the present invention has an easily compressible portion 2 on opposite side edges.

断熱板1は、合成樹脂発泡体で構成された板状をなしている。断熱板1は、軽量で、耐水性、断熱性、耐圧性に優れたものが好ましく、独立気泡の合成樹脂発泡体製の板材が最適である。この断熱板1を構成する合成樹脂発泡体としては、例えばポリスチレン系発泡体、ポリエチレン系発泡体、ポリプロピレン系発泡体、ポリウレタン系発泡体、フェーノール樹脂系発泡体などを用いることができるが、吸水性が低く、断熱性に優れることから、ポリスチレンの発泡体が好ましい。また、合成樹脂発泡体製の断熱板1は、ビーズ発泡成形板でも押出発泡成形板でもよいが、耐圧性に優れることから、押出発泡成形板が好ましい。   The heat insulating plate 1 has a plate shape made of a synthetic resin foam. The heat insulating plate 1 is preferably lightweight and excellent in water resistance, heat insulating property, and pressure resistance, and a plate material made of a closed cell synthetic resin foam is optimal. As the synthetic resin foam constituting the heat insulating plate 1, for example, polystyrene foam, polyethylene foam, polypropylene foam, polyurethane foam, phenol resin foam, and the like can be used. Polystyrene foam is preferred because of its low thermal conductivity and excellent heat insulation. The heat insulating plate 1 made of a synthetic resin foam may be a bead foam molded plate or an extruded foam molded plate, but is preferably an extruded foam molded plate because of excellent pressure resistance.

易圧縮部2は、断熱板1の中央部に比して柔軟な部分で、図示される例の易圧縮部2は、断熱板1の側縁に沿って表裏交互に溝3が形成されていることにより、中央部に比して柔軟化された領域となっている。このような溝3の形成により易圧縮部2を形成すると、溝の本数、深さ、幅などによって易圧縮部2の柔軟性を調整しやすい。   The easy compression part 2 is a flexible part compared with the center part of the heat insulation board 1, and the easy compression part 2 of the illustrated example has grooves 3 formed alternately on the front and back along the side edges of the heat insulation board 1. As a result, the region is more flexible than the central portion. When the easily compressible portion 2 is formed by forming such a groove 3, the flexibility of the easily compressible portion 2 can be easily adjusted by the number, depth, width, and the like of the grooves.

また、易圧縮部2は、断熱板1の側縁部を弾性圧縮変形の領域を超えて圧縮変形させ、断熱板1を構成する合成樹脂発泡体のセル壁を座屈により強度を低下させた領域として形成することもできる。この圧縮変形は、断熱板2を上下面を板状の押え具で挟んで押さえ付け、易圧縮部2を形成する側縁部を端面側から押圧することで行うことができる。   Moreover, the easy compression part 2 compressed and deformed the side edge part of the heat insulation board 1 beyond the area | region of an elastic compression deformation, and reduced the intensity | strength by buckling the cell wall of the synthetic resin foam which comprises the heat insulation board 1. It can also be formed as a region. This compressive deformation can be performed by pressing the heat insulating plate 2 with the upper and lower surfaces sandwiched between plate-shaped pressers and pressing the side edge portion forming the easy-compressing portion 2 from the end surface side.

図3において、4は例えばH形鋼などで構成された梁、柱などの建物の躯体、5は壁材であるコンクリート成形板である。   In FIG. 3, 4 is a building frame such as a beam or a column made of H-shaped steel, for example, and 5 is a concrete molded plate that is a wall material.

コンクリート成形板5としては、例えば中空押出成形コンクリート板、軽量気泡コンクリート板(ALC板)、プレキャストコンクリート板(PC板)、ガラス繊維強化セメント板(GRC板)などであって、押出成形品と型成型品のいずれであってもよい。また、中空成形品であっても中実成形品であってもよい。図示されるコンクリート成形板5は中空押出成形コンクリート板である。   Examples of the concrete molded plate 5 include a hollow extruded concrete plate, a lightweight cellular concrete plate (ALC plate), a precast concrete plate (PC plate), a glass fiber reinforced cement plate (GRC plate), and the like. Any of molded products may be used. Further, it may be a hollow molded product or a solid molded product. The illustrated concrete molded plate 5 is a hollow extruded concrete plate.

コンクリート成形板5の内面側(室内側)には、中央部を横断して段差を形成した短冊状金属片であるZクリップ6が、ボルトなどの固定具7によって取り付けられている。Zクリップ6は、中央の段差を境にして一端側が固定具7によってコンクリート成形板5に押さえ付けられ、他端側がコンクリート成形板2より若干浮き上がった状態でコンクリート成形板2に取り付けられている。   A Z-clip 6, which is a strip-shaped metal piece that forms a step across the center, is attached to the inner surface side (indoor side) of the concrete molding plate 5 by a fixture 7 such as a bolt. The Z clip 6 is attached to the concrete molding plate 2 with one end side pressed against the concrete molding plate 5 by the fixture 7 with the center step as a boundary, and the other end side slightly lifted from the concrete molding plate 2.

躯体4には、熔接などにより、通し(下地)アングル8が取り付けられている。通しアングル8は、断面L字型をなす長尺鋼材で、縦片(横片)が躯体4に固着され、横片(縦片)が、躯体1からコンクリート成形板5の内面と平行方向に突き出すように取り付けられている。躯体4から突き出ている通しアングル8の横片(縦片)は、コンクリート成形板5より若干浮き上がったZクリップ6の前記他端側とコンクリート成形板5との間に挟み込まれており、これによってコンクリート成形板5が躯体4に取り付けられている。コンクリート成形板5は、通しアングル8の横片(縦片)をZクリップ6とコンクリート成形板5との間に挟み込むことで躯体4に支持されていることで、躯体4の揺れに伴って揺動又は変位可能となっている。   A through (base) angle 8 is attached to the casing 4 by welding or the like. The through angle 8 is a long steel material having an L-shaped cross section, and a vertical piece (horizontal piece) is fixed to the housing 4, and the horizontal piece (vertical piece) is parallel to the inner surface of the concrete molding plate 5 from the housing 1. It is attached to protrude. The horizontal piece (vertical piece) of the through angle 8 protruding from the housing 4 is sandwiched between the other end side of the Z clip 6 slightly raised from the concrete molded plate 5 and the concrete molded plate 5, thereby A concrete molding plate 5 is attached to the housing 4. The concrete molded plate 5 is supported by the frame 4 by sandwiching a horizontal piece (vertical piece) of the through-angle 8 between the Z clip 6 and the concrete molded plate 5, so that the concrete molded plate 5 is rocked along with the shaking of the frame 4. It can be moved or displaced.

上記のようにして躯体4に取り付けられたコンクリート成形板5の内面には、図1及び図2で説明した断熱板1が接着剤で接着されている。接着剤としては、一般的なものを広く用いることができ、例えば変性シリコーン系接着剤などを用いることができる。   The heat insulating plate 1 described in FIGS. 1 and 2 is bonded to the inner surface of the concrete molded plate 5 attached to the housing 4 as described above with an adhesive. As an adhesive, a general thing can be widely used, for example, a modified silicone type adhesive etc. can be used.

断熱板1は、各コンクリート成形板5毎に分かれて接着されている。本発明において、断熱板1が各コンクリート成形板5毎に分かれて接着されているとは、1枚の断熱板1が複数のコンクリート成形板5間に跨って接着されていないことを意味する。従って、1枚のコンクリート成形板5上であれば、複数枚の断熱板1が接着されていてもよい。   The heat insulating plate 1 is divided and bonded to each concrete forming plate 5. In the present invention, that the heat insulating plate 1 is divided and bonded to each concrete forming plate 5 means that one heat insulating plate 1 is not bonded across the plurality of concrete forming plates 5. Therefore, a plurality of heat insulating plates 1 may be bonded as long as they are on one concrete molded plate 5.

本例における断熱板1とコンクリート成形板5は、両者とも平面長方形状をなし、図4に示されるように、両者とも長辺を縦方向にして取り付けられた縦張り構造となっている。また、断熱板1とコンクリート成形板5とは、幅が等しく、しかも断熱板1はコンクリート成形板5と幅を合わせて接着されている。断熱板1とコンクリート成形板5の幅を等しくしておくと、断熱板1間の合わせ目を少なくすることができ、断熱性の低下を抑制しやすい。   The heat insulating plate 1 and the concrete molded plate 5 in this example both have a planar rectangular shape, and as shown in FIG. 4, both have a vertically stretched structure attached with their long sides in the vertical direction. Further, the heat insulating plate 1 and the concrete molded plate 5 have the same width, and the heat insulating plate 1 is bonded to the concrete molded plate 5 with the same width. If the widths of the heat insulating plate 1 and the concrete molded plate 5 are made equal, the joints between the heat insulating plates 1 can be reduced, and it is easy to suppress a decrease in heat insulating properties.

横方向に相隣接するコンクリート成形板5同士は、図5に示されるように、遊びを持った実接ぎ(凹部と凸部の嵌め合い)で連結されている。また、このコンクリート成形板5間の継ぎ目の外端側(室外側)と内端側(室内側)には、それぞれ弾性変形可能な目地材9,10が介在されており、コンクリート成形板5の揺動又は変位を許容しつつ継ぎ目のシールが図られている。   As shown in FIG. 5, the concrete molding plates 5 adjacent to each other in the lateral direction are connected to each other by an actual connection with a play (a fitting between a concave portion and a convex portion). In addition, joint members 9 and 10 that can be elastically deformed are interposed on the outer end side (outside of the seam) and the inner end side (inside of the room) of the joint between the concrete forming plates 5, respectively. The seam is sealed while allowing rocking or displacement.

本例のような縦張り構造の場合、地震などで躯体4(図3、図4参照)が揺れると、縦長のコンクリート成形板5には、主に下辺を中心にして上辺側を左右に揺らそうとする力が作用する。この力により、横方向に相隣接するコンクリート成形板5に接着されている断熱板1間には、長辺側同士が互いに押し合力が作用することになる。このため、断熱板1の長辺側の縁部に易圧縮部2が形成されており、この押圧力を吸収できるようになっている。   In the case of the vertically stretched structure as in this example, when the frame 4 (see FIGS. 3 and 4) is shaken due to an earthquake or the like, the vertically long concrete molded plate 5 mainly swings the upper side from side to side with the lower side as the center. The force to try acts. Due to this force, the long sides are pressed against each other between the heat insulating plates 1 bonded to the concrete forming plates 5 adjacent to each other in the lateral direction. For this reason, the easy compression part 2 is formed in the edge part of the long side of the heat insulation board 1, and it can absorb this pressing force.

また、図5に示されるように、横方向に相隣接するコンクリート成形板5間の継ぎ目に対向する断熱板1のコーナー部が切り欠かれており、これによって目地材収容部11を形成している。目地材収容部11は、継ぎ目の内端側に設けられた目地材10と断熱板1間に形成された空間で、これを形成しておくことにより、コンクリート成形板5が揺動又は変位して目地材10が押し潰され、外方へ膨出してきても、断熱板1を押し上げてしまうことを防止することができる。   Further, as shown in FIG. 5, the corner portion of the heat insulating plate 1 facing the seam between the concrete forming plates 5 adjacent to each other in the lateral direction is cut away, thereby forming the joint material accommodating portion 11. Yes. The joint material accommodating portion 11 is a space formed between the joint material 10 and the heat insulating plate 1 provided on the inner end side of the joint, and by forming this, the concrete molded plate 5 swings or displaces. Even if the joint material 10 is crushed and bulges outward, it is possible to prevent the heat insulating plate 1 from being pushed up.

以上の例は縦張り構造の例であるが、本発明は、平面長方形状の断熱板1とコンクリート成形板5を、長辺を横方向にして取り付けた横張り構造にも適用することができる。この横張り構造の場合、地震などで躯体4(図3、図4参照)が揺れると、横長のコンクリート成形板5には、主に全体を左右にスライド変位させようとする力が作用する。この揺れを生じると、横方向に相隣接するコンクリート成形板5に接着された断熱板1間には、短辺側同士が互いに押し合力が作用することになる。このため、断熱板1の短辺側の縁部に易圧縮部2を形成しておくことが好ましい。   The above example is an example of a vertically stretched structure, but the present invention can also be applied to a horizontally stretched structure in which a flat rectangular heat insulating plate 1 and a concrete molded plate 5 are attached with their long sides in the horizontal direction. . In the case of this horizontally stretched structure, when the frame 4 (see FIGS. 3 and 4) is shaken due to an earthquake or the like, a force is applied to the horizontally long concrete molded plate 5 mainly to slide and displace the entire body to the left and right. When this swaying occurs, the short sides are pressed against each other between the heat insulating plates 1 bonded to the concrete molding plates 5 adjacent to each other in the lateral direction. For this reason, it is preferable to form the easy compression part 2 in the edge part of the short side of the heat insulation board 1. FIG.

横張り構造とする場合にも、断熱板1とコンクリート成形板5との幅を等しくし、しかも断熱板1をコンクリート成形板5と幅を合わせて接着することで、断熱板1間の合わせ目を少なくすることが好ましい。   Even in the case of a horizontal structure, by making the width of the heat insulating plate 1 and the concrete molded plate 5 equal and bonding the heat insulating plate 1 with the concrete molded plate 5 in the same width, the joint between the heat insulating plates 1 is obtained. Is preferably reduced.

また、横張り構造の場合も、横方向に相隣接するコンクリート成形板5同士は、図5に示されるように、遊びを持った実接ぎで連結し、このコンクリート成形板5間の継ぎ目の外端側と内端側には、それぞれ弾性変形可能な目地材9,10を介在させ、コンクリート成形板5の揺動又は変位を許容しつつ継ぎ目のシールを図ることが好ましい。そして、横方向に相隣接するコンクリート成形板5間の継ぎ目に対向する断熱板1のコーナー部を切り欠き、これによって目地材収容部11を形成しておくことが好ましい。   Also, in the case of a horizontal structure, the concrete molding plates 5 adjacent to each other in the lateral direction are connected by actual connection with play as shown in FIG. It is preferable to provide joints 9 and 10 that can be elastically deformed on the end side and the inner end side, respectively, and to seal the seam while allowing the concrete molded plate 5 to swing or displace. And it is preferable to cut out the corner part of the heat insulation board 1 which opposes the joint between the concrete shaping | molding boards 5 mutually adjacent in the horizontal direction, and to form the joint material accommodating part 11 by this.

本発明に用いる断熱板の一例を示す斜視図である。It is a perspective view which shows an example of the heat insulation board used for this invention. 図1に示される断熱板の中央部分を省略した拡大断面図である。It is an expanded sectional view which abbreviate | omitted the center part of the heat insulation board shown by FIG. 本発明に係る断熱壁構造の一例を示す断面図である。It is sectional drawing which shows an example of the heat insulation wall structure which concerns on this invention. 断熱板とコンクリート成形板の取り付け状態を示す斜視図である。It is a perspective view which shows the attachment state of a heat insulating board and a concrete molding board. 横方向に相隣接するコンクリート成形板間の継ぎ目周りの拡大横断面図である。FIG. 3 is an enlarged cross-sectional view around a joint between concrete molding plates adjacent to each other in the lateral direction.

符号の説明Explanation of symbols

1 断熱板
2 易圧縮部
3 切り込み
4 躯体
5 コンクリート成形板
6 Zクリップ
7 固定具
8 アングル
9 目地材
10 目地材
11 目地材収容部
DESCRIPTION OF SYMBOLS 1 Heat insulation board 2 Easy compression part 3 Cut 4 Housing 5 Concrete molding board 6 Z clip 7 Fixing tool 8 Angle 9 Joint material 10 Joint material 11 Joint material accommodating part

Claims (7)

建物の躯体に、当該躯体の揺れに伴って揺動又は変位可能にコンクリート成形板が取り付けられており、このコンクリート成形板の内側に合成樹脂発泡体製の断熱板が取り付けられた断熱壁構造において、断熱板が各コンクリート成形板毎に分かれて接着されており、しかも断熱板の側縁部が、断熱板の中央部に比して柔軟な易圧縮部となっていることを特徴とする断熱壁構造。   In a heat insulating wall structure in which a concrete molding plate is attached to a building's housing so that it can swing or displace in accordance with the shaking of the housing, and a heat insulating plate made of synthetic resin foam is attached to the inside of the concrete molding plate. The heat insulation plate is divided and bonded to each concrete molded plate, and the side edge of the heat insulation plate is a flexible and easily compressible portion compared to the central portion of the heat insulation plate. Wall structure. 易圧縮部が、断熱板の側縁に沿って表裏交互に溝が形成された領域として形成されていることを特徴とする請求項1に記載の断熱構造。   The heat insulating structure according to claim 1, wherein the easily compressible portion is formed as a region in which grooves are alternately formed on the front and back along the side edge of the heat insulating plate. 易圧縮部が、予め弾性圧縮変形を超えて圧縮変形させた領域として形成されていることを特徴とする請求項1に記載の断熱壁構造。   The heat insulating wall structure according to claim 1, wherein the easily compressing portion is formed as a region that has been compressed and deformed in advance beyond elastic compressive deformation. 断熱板とコンクリート成形板が、それぞれ平面長方形状をなし、長辺を縦方向にして取り付けられていると共に、断熱板の少なくとも長辺側の側縁部に易圧縮部が設けられていることを特徴とする請求項1〜3のいずれか1項に記載の断熱壁構造。   The heat insulating plate and the concrete molded plate each have a flat rectangular shape, are attached with the long side in the vertical direction, and an easily compressing portion is provided at least on the side edge of the long side of the heat insulating plate. The heat insulation wall structure of any one of Claims 1-3 characterized by the above-mentioned. 断熱板とコンクリート成形板が、それぞれ平面長方形状をなし、長辺を横方向にして取り付けられていると共に、断熱板の少なくとも短辺側の側縁部に易圧縮部が設けられていることを特徴とする請求項1〜3のいずれか1項に記載の断熱壁構造。   The heat insulating plate and the concrete molded plate each have a flat rectangular shape, are attached with the long side in the horizontal direction, and the easy compression portion is provided at least on the side edge of the short side of the heat insulating plate. The heat insulation wall structure of any one of Claims 1-3 characterized by the above-mentioned. 断熱板とコンクリート成形板の幅が等しく、しかも断熱板とコンクリート成形板とが幅を合わせて接着されていることを特徴とする請求項4又は5に記載の断熱壁構造。   The heat insulating wall structure according to claim 4 or 5, wherein the heat insulating plate and the concrete molded plate have the same width, and the heat insulating plate and the concrete molded plate are bonded to each other with the same width. 横方向に相隣接するコンクリート成形板間の継ぎ目の少なくとも内端側に目地材が介在されており、該コンクリート成形板間の継ぎ目に対向する断熱板のコーナー部が切り欠かれていることによって、目地材収容部を形成していることを特徴とする請求項6に記載の断熱壁構造。   The joint material is interposed at least at the inner end side of the seam between the concrete molding plates adjacent to each other in the lateral direction, and the corner portion of the heat insulating plate facing the seam between the concrete molding plates is cut away, The heat insulating wall structure according to claim 6, wherein a joint material accommodating portion is formed.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104390101A (en) * 2014-11-10 2015-03-04 大连天益玻璃制品有限公司 Composite multifunctional glass fiber heat preserving plate and preparation method thereof
CN113047480A (en) * 2021-03-30 2021-06-29 西北民族大学 Cast-in-place reinforced concrete wall assembled disassembly-free composite heat-insulation large formwork and construction method thereof
JP7093941B1 (en) * 2022-04-08 2022-07-01 株式会社サドル Insulated wall structure

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006104902A (en) * 2004-09-30 2006-04-20 Katsuaki Hirai Earthquake resistant joint structure of concrete panel

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006104902A (en) * 2004-09-30 2006-04-20 Katsuaki Hirai Earthquake resistant joint structure of concrete panel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104390101A (en) * 2014-11-10 2015-03-04 大连天益玻璃制品有限公司 Composite multifunctional glass fiber heat preserving plate and preparation method thereof
CN113047480A (en) * 2021-03-30 2021-06-29 西北民族大学 Cast-in-place reinforced concrete wall assembled disassembly-free composite heat-insulation large formwork and construction method thereof
JP7093941B1 (en) * 2022-04-08 2022-07-01 株式会社サドル Insulated wall structure

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