JP2007016471A - Heat-insulating concrete wall and construction method therefor - Google Patents

Heat-insulating concrete wall and construction method therefor Download PDF

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JP2007016471A
JP2007016471A JP2005198624A JP2005198624A JP2007016471A JP 2007016471 A JP2007016471 A JP 2007016471A JP 2005198624 A JP2005198624 A JP 2005198624A JP 2005198624 A JP2005198624 A JP 2005198624A JP 2007016471 A JP2007016471 A JP 2007016471A
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heat insulating
heat
composite panels
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insulating composite
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Yoshiyuki Hayakawa
義行 早川
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<P>PROBLEM TO BE SOLVED: To provide a heat-insulating concrete wall excellent in heat insulating properties. <P>SOLUTION: This heat-insulating concrete wall comprises: a pair of heat-insulating composite panels 2 and 2 which are arranged in the state of facing each other at a predetermined interval; an interval maintaining means 10 for maintaining the predetermined interval between the panels 2 and 2; and concrete 7 which is placed between both the panels 2 and 2. A flexible heat insulating material 5 is provided on the inside of each of the panels 2, and a rigid panel 3 is provided on the outside thereof. The means 10 comprises a connecting rod 11 which is provided between both the panels 2 and 2, and an attachment 15 and a fastening nut 20 for fixing the panel 3 of each of the panels 2 to an end of the connecting rod 11. Since a heat insulating layer is provided on the side of an inner surface of the wall and both the sides of the wall, the heat insulating properties can be improved. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、断熱コンクリート壁及び断熱コンクリート壁の構築方法に関し、特に、コンクリート構造物の外壁等として有効な断熱コンクリート壁及び断熱コンクリート壁の構築方法に関する。   The present invention relates to a heat insulating concrete wall and a method for constructing a heat insulating concrete wall, and more particularly to a heat insulating concrete wall effective as an outer wall of a concrete structure and a method for constructing a heat insulating concrete wall.

断熱コンクリート壁の一例として、コンクリートを打設することにより所定の厚みに形成した壁の内面側(室内側)に、各種の断熱材を後貼りした断熱コンクリート壁が知られている。   As an example of a heat insulating concrete wall, a heat insulating concrete wall is known in which various heat insulating materials are post-applied to an inner surface side (indoor side) of a wall formed to have a predetermined thickness by placing concrete.

このような構成の断熱コンクリート壁は、壁となる部分の内外面にベニヤ板を配置し、このベニヤ板にアタッチメントを介してスペーサの一端部を取り付け、スペーサの一端部をベニヤ板から外方に貫通させて、そのスペーサの一端部に補強部材を介して型枠押えを取り付ける。   A heat insulating concrete wall having such a structure has a plywood plate disposed on the inner and outer surfaces of the wall portion, and one end of the spacer is attached to the plywood plate via an attachment, and one end of the spacer is passed through the plywood plate outwardly. Then, a mold retainer is attached to one end of the spacer via a reinforcing member.

そして、ベニヤ板と断熱材との間に形成される空間内にコンクリートを打設し、コンクリートが固化した後に、型枠押さえ、ベニヤ板等を取り外し、この後に断熱複合パネルを接着剤等により貼り付けることにより、断熱コンクリート壁を構築することができる。   Then, concrete is placed in the space formed between the plywood and the heat insulating material, and after the concrete is solidified, the formwork holder, the plywood are removed, and then the heat insulating composite panel is pasted with an adhesive or the like. Thus, a heat insulating concrete wall can be constructed.

ところで、上記のような構成の断熱コンクリート壁にあっては、内面側にしか断熱材が設けられていないため、十分な断熱性が得られないとともに、コンクリート躯体と断熱材との間に隙間が形成され、その隙間内に結露が生じてしまう。また、ベニヤ板、型枠押え等の取り付け、取り外しに非常に手間がかかり、作業効率が非常に悪いものであった。さらに、断熱材を型枠として打ち込み、コンクリート躯体と一体化する工夫をした工法もあるが、断熱材は柔らかいものであるので、断熱材間の間隔を一定に保つことができず、均一な厚みの壁を構築することが困難であった。   By the way, in the heat insulating concrete wall having the above-described structure, since the heat insulating material is provided only on the inner surface side, sufficient heat insulating properties cannot be obtained, and a gap is provided between the concrete frame and the heat insulating material. It is formed and dew condensation occurs in the gap. Moreover, it takes much time to attach and remove the plywood and the mold retainer, and the work efficiency is very poor. In addition, there is a method that has been devised to cast the heat insulating material as a mold and integrate it with the concrete frame, but since the heat insulating material is soft, the spacing between the heat insulating materials cannot be kept constant, and the thickness is uniform. It was difficult to build a wall.

本発明は、上記のような従来の問題に鑑みなされたものであって、作業効率を高めることができるとともに、精度を高めることができ、さらに、結露の発生を抑制することができるとともに、断熱性を高めることができる断熱コンクリート壁及び断熱コンクリート壁の構築方法を提供することを目的とする。   The present invention has been made in view of the above-described conventional problems, and can improve work efficiency, improve accuracy, suppress the occurrence of condensation, and provide heat insulation. It aims at providing the construction method of the heat insulation concrete wall which can improve property, and a heat insulation concrete wall.

本発明は、上記のような課題を解決するために、以下のような手段を採用している。
すなわち、請求項1に係る発明は、所定の間隔をおいて対向配置される一対の断熱複合パネルと、両断熱複合パネル間を所定の間隔に保持する間隔保持手段と、両断熱複合パネル間に打設されるコンクリートとを備え、前記各断熱複合パネルは、硬質のパネルの一方の面に軟質の断熱材が設けられ、断熱材が互いに対向するように配置されるとともに、前記間隔保持手段は、前記両断熱複合パネル間に掛け渡される連結ロッドと、該連結ロッドの端部に前記各断熱複合パネルのパネルを固定する締結手段とを備えていることを特徴とする。
The present invention employs the following means in order to solve the above problems.
That is, the invention according to claim 1 includes a pair of heat-insulating composite panels opposed to each other with a predetermined interval, a gap holding means for holding the space between both heat-insulating composite panels at a predetermined interval, and between the heat-insulating composite panels. Each of the heat insulating composite panels is provided with a soft heat insulating material on one surface of a hard panel, the heat insulating materials are arranged so as to face each other, and the interval holding means is A connecting rod spanned between the two heat insulating composite panels, and fastening means for fixing the panels of the heat insulating composite panels to end portions of the connecting rods.

本発明による断熱コンクリート壁によれば、壁の内面側及び外面側の両方に密着して断熱複合パネルが設けられることになるので、壁の内面側と外面側の両方に断熱層を形成することができる。従って、内面側に断熱層を形成しているものよりも更に断熱性を高めることができるとともに、結露の発生を抑制することができる。また、間隔保持手段の連結ロッドの両端部を締結手段を介して各断熱複合パネルのパネルに固定しているので、断熱複合パネル間の間隔を一定に保つことができる。従って、コンクリートの打設によって両断熱複合パネル間の間隔が変化するようなことはなく、精度の高い断熱コンクリート壁が得られ、そのままの状態で仕上げの下地とすることができる。   According to the heat insulating concrete wall according to the present invention, since the heat insulating composite panel is provided in close contact with both the inner surface side and the outer surface side of the wall, a heat insulating layer is formed on both the inner surface side and the outer surface side of the wall. Can do. Therefore, it is possible to further improve the heat insulating property as compared with the case where the heat insulating layer is formed on the inner surface side, and to suppress the occurrence of condensation. Moreover, since the both ends of the connecting rod of the interval holding means are fixed to the panels of each heat insulating composite panel via the fastening means, the interval between the heat insulating composite panels can be kept constant. Therefore, there is no change in the distance between the two heat insulating composite panels due to the concrete placement, and a highly accurate heat insulating concrete wall can be obtained, which can be used as a foundation for finishing as it is.

請求項2に係る発明は、請求項1に記載の断熱コンクリート壁であって、前記締結手段は、前記連結ロッドの両端部に取り付けられるとともに、先端部が前記断熱複合パネルの断熱材を貫通して前記パネルに当接する断熱性を有する材料からなるアタッチメントと、前記パネルの外側から前記パネルを貫通して前記連結ロッドに螺合される締結ナットとからなることを特徴とする。   The invention according to claim 2 is the heat insulating concrete wall according to claim 1, wherein the fastening means is attached to both end portions of the connecting rod, and the tip portion penetrates the heat insulating material of the heat insulating composite panel. And an attachment made of a heat-insulating material that contacts the panel, and a fastening nut that penetrates the panel from the outside of the panel and is screwed to the connecting rod.

本発明による断熱コンクリート壁によれば、両断熱複合パネル間に間隔保持手段を取り付ける場合に、断熱性を有する材料からなるアタッチメントを各断熱複合パネルの断熱材を貫通させてパネルに当接させ、パネルの外側から連結ロッドに締結ナットを螺合させて締め付けることにより、連結ロッドが熱橋となることなく、各断熱複合パネルのパネルを固定することができる。従って、間隔保持手段を取り付けることによって両断熱複合パネルの断熱性を大きく損ねたり、間隔が不正確になるようなことはなく、また、コンクリートの打設によっても変化するようなことがないので、所定の厚みの精度の高い断熱コンクリート壁が得られることになる。   According to the heat insulating concrete wall according to the present invention, when attaching the gap holding means between both heat insulating composite panels, the heat insulating material of each heat insulating composite panel is passed through the attachment made of a material having heat insulating properties, By fastening and tightening a fastening nut to the connecting rod from the outside of the panel, the panel of each heat insulating composite panel can be fixed without the connecting rod becoming a thermal bridge. Therefore, by attaching the interval holding means, the heat insulating properties of both heat insulating composite panels are not greatly impaired, the interval does not become inaccurate, and it does not change even by placing concrete, A heat insulating concrete wall having a predetermined thickness and high accuracy can be obtained.

請求項3に係る発明は、一対の断熱複合パネルを所定の間隔をおいて対向配置させるとともに、両断熱複合パネル間に間隔保持手段を取り付けて、両断熱複合パネル間を所定の間隔に保持する型枠設置工程と、型枠設置工程で設置した一対の断熱複合パネルの内側の部分にコンクリートを打設し、間隔保持手段の構成部材の一部をコンクリート内に埋設させるコンクリート打設工程とを備えていることを特徴とする。   In the invention according to claim 3, the pair of heat insulating composite panels are arranged to face each other with a predetermined interval, and a space holding means is attached between the both heat insulating composite panels so as to hold the two heat insulating composite panels at a predetermined interval. A concrete placement step in which concrete is placed on the inner portions of the pair of heat insulating composite panels installed in the form placement step, and a part of the constituent members of the interval holding means is buried in the concrete. It is characterized by having.

本発明による断熱コンクリート壁の構築方法によれば、型枠設置工程において、一対の断熱複合パネルが所定の間隔をおいて配置されるとともに、それらの間の間隔が間隔保持手段によって保持される。そして、コンクリート打設工程において、一対の断熱複合パネルの内側の部分にコンクリートを打設することにより、内面側及び外面側に断熱複合パネルが配置された断熱コンクリート壁を構築することができる。   According to the method for constructing a heat insulating concrete wall according to the present invention, the pair of heat insulating composite panels are arranged at a predetermined interval in the mold installation step, and the interval between them is held by the interval holding means. Then, in the concrete placing step, by placing concrete on the inner portions of the pair of heat insulating composite panels, it is possible to construct a heat insulating concrete wall in which the heat insulating composite panels are arranged on the inner surface side and the outer surface side.

以上、説明したように、本発明の請求項1に記載の断熱コンクリート壁によれば、内面側及び外面側の両方に密着して断熱複合パネルが設けられることになるので、内面側と外面側の両方に結露の生じる空気層を伴わない断熱層を形成することができる。従って、内面側に断熱層を形成しているものに比べて断熱性、快適性、及び耐久性を大幅に高めることができる。また、間隔保持手段の両端部を締結手段により硬質のパネルに固定しているので、コンクリートを両断熱複合パネル間に打設しても両断熱複合パネル間の間隔が変化するようなことはなく、両断熱複合パネル間の間隔を一定に保つことができる。従って、全体に亘って均一の厚みの高精度の断熱コンクリート壁が得られる。   As described above, according to the heat insulating concrete wall according to claim 1 of the present invention, since the heat insulating composite panel is provided in close contact with both the inner surface side and the outer surface side, the inner surface side and the outer surface side. It is possible to form a heat insulating layer without an air layer in which dew condensation occurs on both. Therefore, compared with what forms the heat insulation layer in the inner surface side, heat insulation, comfort, and durability can be improved significantly. In addition, since both ends of the gap holding means are fixed to the rigid panel by the fastening means, the distance between the two heat insulating composite panels will not change even if concrete is placed between the two heat insulating composite panels. The distance between the two heat insulating composite panels can be kept constant. Therefore, a highly accurate heat insulating concrete wall having a uniform thickness over the whole can be obtained.

また、本発明の請求項2に記載の断熱コンクリート壁によれば、両断熱複合パネル間に間隔保持手段を取り付ける場合に、アタッチメントを各断熱複合パネルの断熱材を貫通させてパネルに当接させ、パネルの外側から締結ナットをパネルを貫通させて連結ロッドに螺合させて締め付けることにより、連結ロッドの端部に各断熱複合パネルのパネルを固定することができる。
従って、間隔保持手段を取り付けることによって両断熱複合パネル間の間隔が変化するようなことはなく、また、コンクリートの打設によっても変化するようなことがないので、所定の厚みの高精度、高性能の断熱コンクリート壁が得られることになる。さらに、パネルの外側から締結ナットを連結ロッドの端部に螺合させて締め付けるだけでよいので、作業効率を大幅に高めることができる。
Moreover, according to the heat insulation concrete wall of Claim 2 of this invention, when attaching a space | interval holding | maintenance means between both heat insulation composite panels, let an attachment penetrate the heat insulating material of each heat insulation composite panel, and contact a panel. The panel of each heat insulating composite panel can be fixed to the end portion of the connecting rod by tightening the fastening nut through the panel from the outside of the panel and screwing it into the connecting rod.
Therefore, since the interval between the two heat insulating composite panels is not changed by attaching the interval holding means, and is not changed by the placement of the concrete, high precision and high thickness of a predetermined thickness. A heat insulating concrete wall with high performance will be obtained. Furthermore, since it is only necessary to screw and tighten the fastening nut to the end of the connecting rod from the outside of the panel, the working efficiency can be greatly improved.

さらに、本発明の請求項3に記載の断熱コンクリート壁の構築方法によれば、一対の断熱複合パネルを型枠として使用することができるので、型枠としてベニヤ板を使用したり、ベニヤ板を押える型枠押え等を使用したりする必要がないので、作業効率を大幅に高めることができるとともに、省資源、環境保全、工事環境の改善等に貢献することができる。   Furthermore, according to the method for constructing a heat insulating concrete wall according to claim 3 of the present invention, a pair of heat insulating composite panels can be used as a mold frame. Therefore, a veneer plate is used as a mold frame, or a mold that presses the veneer plate Since it is not necessary to use a frame presser or the like, the work efficiency can be greatly increased, and it can contribute to resource saving, environmental conservation, improvement of the construction environment, and the like.

以下、図面に示す本発明の実施の形態について説明する。
図1及び図2には、本発明による断熱コンクリート壁の一実施の形態が示されていて、この断熱コンクリート壁1は、所定の間隔をおいて対向配置される一対の断熱複合パネル2、2と、両断熱複合パネル2、2間を所定の間隔に保つ間隔保持手段10と、両断熱複合パネル2、2間に打設されるコンクリート7とを備えている。
Hereinafter, embodiments of the present invention shown in the drawings will be described.
1 and 2 show an embodiment of a heat insulating concrete wall according to the present invention. The heat insulating concrete wall 1 has a pair of heat insulating composite panels 2 and 2 arranged to face each other at a predetermined interval. And the space | interval holding | maintenance means 10 which maintains both the heat insulation composite panels 2 and 2 to predetermined spacing, and the concrete 7 cast | placed between the both heat insulation composite panels 2 and 2 are provided.

各断熱複合パネル2は、硬質の材料から形成される板状のパネル3と、パネル3の一方の面に接合される軟質の材料から形成される断熱材5とから構成され、断熱材5が互いに対向するように、断熱コンクリート壁1の内面側及び外面側にそれぞれ所定の枚数ずつ設けられている。   Each heat insulating composite panel 2 includes a plate-like panel 3 formed of a hard material and a heat insulating material 5 formed of a soft material joined to one surface of the panel 3. A predetermined number of sheets are provided on the inner surface side and the outer surface side of the heat insulating concrete wall 1 so as to face each other.

各断熱複合パネル2のパネル3には、表裏面間を貫通する貫通孔4が複数箇所に設けられるとともに、各貫通孔4に対応する断熱材5の部分には、断熱材5の表裏面間を貫通する貫通孔4よりも大径の挿入孔6がそれぞれ設けられ、貫通孔4内に後述する締結ナット20のねじ部21が挿入され、挿入孔6内に後述するアタッチメント15の本体部16が挿入される。   The panel 3 of each heat insulating composite panel 2 is provided with a plurality of through holes 4 penetrating between the front and back surfaces, and a portion of the heat insulating material 5 corresponding to each through hole 4 is provided between the front and back surfaces of the heat insulating material 5. Each of the insertion holes 6 has a diameter larger than that of the through hole 4 penetrating through the screw hole 21. A screw portion 21 of a fastening nut 20 described later is inserted into the through hole 4, and a main body portion 16 of the attachment 15 described later is inserted into the insertion hole 6. Is inserted.

間隔保持手段10は、図1、図3〜図6に示すように、両端部に雄ねじ部12、12が螺設される丸棒状の連結ロッド11と、連結ロッド11の両端部に取り付けられるアタッチメント15と、連結ロッド11の両端部のアタッチメント15、15の外側の部分に螺合される締結ナット20、20とを備え、アタッチメント15と締結ナット20とによって締結手段が構成されている。間隔保持手段10の連結ロッド11及びアタッチメント15、15は、断熱コンクリート壁1の内部に埋設され、締結ナット20は断熱コンクリート壁1の構築後に、連結ロッド11から取り外され、その後に、図2に示すように、断熱性を有するキャップ25又はパテが挿入される。   As shown in FIGS. 1 and 3 to 6, the interval holding means 10 includes a round rod-like connecting rod 11 in which male screw portions 12 and 12 are screwed at both ends, and attachments attached to both ends of the connecting rod 11. 15, and fastening nuts 20, 20 that are screwed to the outer portions of the attachments 15, 15 at both ends of the connecting rod 11, and the attachment means and the fastening nut 20 constitute fastening means. The connecting rod 11 and the attachments 15 and 15 of the space holding means 10 are embedded in the heat insulating concrete wall 1, and the fastening nut 20 is removed from the connecting rod 11 after the heat insulating concrete wall 1 is constructed. As shown, a heat-insulating cap 25 or putty is inserted.

連結ロッド11は、長さを調整するために、2本の分割ロッド13、13を長ナット14を介して連結することにより1本に形成されている。各分割ロッド13は、両端部にそれぞれ雄ねじ部12、12が螺設され、各分割ロッド13の一端部の雄ねじ部12を長ナット14の長手方向の両端から螺合させ、両分割ロッド13、13の端面同士を長ナット14の内部で互いに接触させる。そして、両分割ロッド13、13と長ナット14との間を溶接によって一体に接合することにより、両分割ロッド13、13が一体に連結される。なお、連結ロッド11は、2本の分割ロッド13、13を連結せずに、全体を1本で形成してもよい。   The connecting rod 11 is formed into one by connecting two split rods 13 and 13 via a long nut 14 in order to adjust the length. Each split rod 13 is provided with male screw portions 12 and 12 at both ends, and the male screw portion 12 at one end of each split rod 13 is screwed from both ends in the longitudinal direction of the long nut 14. The 13 end surfaces are brought into contact with each other inside the long nut 14. And both the split rods 13 and 13 are integrally connected by joining between the split rods 13 and 13 and the long nut 14 integrally by welding. The connecting rod 11 may be formed as a whole without connecting the two split rods 13 and 13.

アタッチメント15は、断熱性を有する樹脂等から形成されるものであって、筒状の本体部16と、本体部16の長手方向の一端部に一体に設けられる、本体部16から外方に環状に突出する止水機能を持つフランジ部17とから構成され、フランジ部17の根元部は全周に亘って断面略半円形状に面取りされている。   The attachment 15 is formed from a heat-insulating resin or the like, and is provided integrally with a cylindrical main body 16 and one end in the longitudinal direction of the main body 16. And a flange portion 17 that has a water-stopping function, and a root portion of the flange portion 17 is chamfered in a substantially semicircular cross section over the entire circumference.

アタッチメント15の本体部16の内側の部分は、フランジ部17の内側の部分よりも大径の大径部18に形成され、この大径部18内に連結ロッド11の雄ねじ部12が内周面と所定の間隔をおいて位置している。フランジ部17の内側の部分は、本体部16の大径部18よりも小径の小径部19に形成され、この小径部19内に連結ロッド11の雄ねじ部12の根元部を位置させ、この状態で、フランジ部17の根元部を内方にカシメ付けることにより、アタッチメント15が連結ロッド11に固定される。この場合、連結ロッド11の先端は、アタッチメント15の本体部16の先端よりも内方に位置するように、連結ロッド11とアタッチメント15の本体部16との位置関係が設定されている。   An inner portion of the main body portion 16 of the attachment 15 is formed in a large diameter portion 18 having a larger diameter than an inner portion of the flange portion 17, and the male screw portion 12 of the connecting rod 11 is formed on the inner peripheral surface in the large diameter portion 18. And are located at a predetermined interval. An inner portion of the flange portion 17 is formed in a small diameter portion 19 having a smaller diameter than the large diameter portion 18 of the main body portion 16, and the root portion of the male screw portion 12 of the connecting rod 11 is positioned in the small diameter portion 19. Thus, the attachment 15 is fixed to the connecting rod 11 by caulking the root portion of the flange portion 17 inward. In this case, the positional relationship between the connecting rod 11 and the main body portion 16 of the attachment 15 is set so that the front end of the connecting rod 11 is positioned inward of the front end of the main body portion 16 of the attachment 15.

次に、上記のような構成の断熱コンクリート壁の構築方法について説明する。
すなわち、この断熱コンクリート壁の構築方法は、型枠設置工程と、型枠設置工程で設置した型枠の内側の部分にコンクリートを打設するコンクリート打設工程とを備えている。
Next, the construction method of the heat insulation concrete wall of the above structure is demonstrated.
That is, the method for constructing a heat insulating concrete wall includes a mold installation process and a concrete placing process in which concrete is placed in a portion inside the mold installed in the mold installation process.

型枠設置工程は、断熱コンクリート壁1の内面側及び外面側に対応する部分に型枠としての断熱複合パネル2をそれぞれ配置し、両断熱複合パネル2、2間に間隔保持手段10を取り付け、間隔保持手段10によって両断熱複合パネル2、2間を所定の間隔に保持する。   In the mold installation step, the heat insulating composite panels 2 as the molds are respectively arranged in the portions corresponding to the inner surface side and the outer surface side of the heat insulating concrete wall 1, and the space holding means 10 is attached between the two heat insulating composite panels 2, 2. The space holding means 10 holds the heat insulating composite panels 2 and 2 at a predetermined space.

具体的には、図1に示すように、間隔保持手段10の一方のアタッチメント15の本体部16を一方の断熱複合パネル2(断熱コンクリート壁1の内面側又は外面側の断熱複合パネル2)の挿入孔6内に挿入し、フランジ部17を断熱材5の表面に当接させ、パネル3の外側から貫通孔4内に締結ナット20のねじ部21を挿入し、締結ナット20のねじ部21を連結ロッド11の雄ねじ部12に螺合させて締め付け、締結ナット20の頭部22をパネル3の表面に当接させる。これにより、連結ロッド11の一端部がアタッチメント15及び締結ナット20を介して一方の断熱複合パネル2のパネル3に固定される。この場合、必要に応じて、締結ナット20の頭部22とパネル3との間に型枠補強部材26を介在させる。   Specifically, as shown in FIG. 1, the main body portion 16 of one attachment 15 of the interval holding means 10 is attached to one of the heat insulating composite panels 2 (the heat insulating composite panel 2 on the inner surface side or the outer surface side of the heat insulating concrete wall 1). It inserts in the insertion hole 6, the flange part 17 is contact | abutted on the surface of the heat insulating material 5, the screw part 21 of the fastening nut 20 is inserted in the through-hole 4 from the outer side of the panel 3, and the screw part 21 of the fastening nut 20 is inserted. Are screwed into the male threaded portion 12 of the connecting rod 11 and tightened to bring the head 22 of the fastening nut 20 into contact with the surface of the panel 3. Thereby, the one end part of the connecting rod 11 is fixed to the panel 3 of one heat insulation composite panel 2 via the attachment 15 and the fastening nut 20. In this case, a formwork reinforcing member 26 is interposed between the head 22 of the fastening nut 20 and the panel 3 as necessary.

さらに、他方のアタッチメント15の本体部16を他方の断熱複合パネル2(断熱コンクリート壁1の外面側又は内面側の断熱複合パネル2)の挿入孔6内に挿入し、フランジ部1を断熱材5の表面に当接させ、パネル3の外側から貫通孔4内に締結ナット20のねじ部21を挿入し、締結ナット20のねじ部21を連結ロッド11の雄ねじ部12に螺合させて締め付け、締結ナット20の頭部22をパネル3の表面に当接させる。これにより、連結ロッド11の他端部がアタッチメント15及び締結ナット20を介して他方の断熱複合パネル2のパネル3に固定される。   Further, the main body portion 16 of the other attachment 15 is inserted into the insertion hole 6 of the other heat insulating composite panel 2 (the heat insulating composite panel 2 on the outer surface side or the inner surface side of the heat insulating concrete wall 1), and the flange portion 1 is inserted into the heat insulating material 5. The screw portion 21 of the fastening nut 20 is inserted into the through hole 4 from the outside of the panel 3, and the screw portion 21 of the fastening nut 20 is screwed into the male screw portion 12 of the connecting rod 11 and tightened. The head 22 of the fastening nut 20 is brought into contact with the surface of the panel 3. As a result, the other end of the connecting rod 11 is fixed to the panel 3 of the other heat insulating composite panel 2 via the attachment 15 and the fastening nut 20.

このようにして、型枠設置工程において、断熱コンクリート壁1の内面側及び外面側に対応する部分にそれぞれ断熱複合パネル2、2が設置され、両断熱複合パネル2、2間が間隔保持手段10によって所定の間隔に保持される。なお、型枠設置工程において、各断熱複合パネル2の外側に必要に応じて補強部材を介して支持板を設置し、各断熱複合パネル2を補強するようにしてもよい。   In this way, in the mold installation step, the heat insulating composite panels 2 and 2 are respectively installed in the portions corresponding to the inner surface side and the outer surface side of the heat insulating concrete wall 1, and the space holding means 10 is provided between the two heat insulating composite panels 2 and 2. Is held at a predetermined interval. In addition, in a mold installation process, you may make it reinforce each heat insulation composite panel 2 by installing a support plate through the reinforcement member as needed outside each heat insulation composite panel 2.

次に、コンクリート打設工程において、型枠設置工程において設置した一対の断熱複合パネル2、2間にコンクリート7を打設し、所定の養生期間をおいてコンクリート7を固化させることにより、コンクリート7の内面側及び外面側に断熱複合パネル2、2が配置された断熱コンクリート壁1が構築される。   Next, in the concrete placing step, the concrete 7 is placed between the pair of heat insulating composite panels 2 and 2 installed in the mold placing step, and the concrete 7 is solidified after a predetermined curing period. A heat insulating concrete wall 1 in which the heat insulating composite panels 2 and 2 are arranged on the inner surface side and the outer surface side is constructed.

そして、図2に示すように、コンクリート7内に埋設された間隔保持手段10の連結ロッド11、アタッチメント15等の部材以外の不要な部材(締結ナット20等)を取り外し、撤去し、この後、パネル3の貫通孔4内に断熱性を有する樹脂等から形成されるキャップ25を挿入し、連結ロッド11の雄ねじ部12に被嵌させる。又は、パネル3の貫通孔3内及び連結ロッド11の周囲にパテを充填する。このようにして、内面側及び外面側に断熱複合パネル2、2が配置された断熱コンクリート壁1を構築することができる。   Then, as shown in FIG. 2, unnecessary members (fastening nuts 20 and the like) other than the connecting rod 11 and attachment 15 and the like of the interval holding means 10 embedded in the concrete 7 are removed and removed. A cap 25 made of a heat-insulating resin or the like is inserted into the through-hole 4 of the panel 3 and is fitted on the male screw portion 12 of the connecting rod 11. Alternatively, the putty is filled in the through hole 3 of the panel 3 and around the connecting rod 11. In this way, the heat insulating concrete wall 1 in which the heat insulating composite panels 2 and 2 are arranged on the inner surface side and the outer surface side can be constructed.

上記のように構成した本実施の形態による断熱コンクリート壁及び断熱コンクリート壁の構築方法にあっては、内面側及び外面側にそれぞれ断熱材5を有する断熱複合パネル2を配置しているので、建物の外壁の内面側及び外面側の両方に密着して断熱層を設けることができる。従って、外壁の内面側のみに設けた従来のものに比べて、断熱性をさらに高めることができるとともに、外壁と断熱層との間に結露が生じるのを防止できる。   In the construction method of the heat insulating concrete wall and the heat insulating concrete wall according to the present embodiment configured as described above, the heat insulating composite panel 2 having the heat insulating material 5 is disposed on the inner surface side and the outer surface side, respectively. A heat insulating layer can be provided in close contact with both the inner surface side and the outer surface side of the outer wall. Therefore, it is possible to further improve the heat insulating property as compared with the conventional one provided only on the inner surface side of the outer wall, and to prevent dew condensation between the outer wall and the heat insulating layer.

さらに、壁の内面側及び外面側に配置される断熱複合パネル2、2間を間隔保持手段10によって所定の間隔に保持し、この場合、断熱複合パネル2の硬質のパネル3に間隔保持手段10の端部を固定しているので、断熱複合パネル2の軟質の断熱材5の存在によって両断熱複合パネル2、2間の間隔が影響を受けるようなことはなく、高精度で断熱コンクリート壁1を構築することができる。さらに、断熱性の低い連結ロッド11がパネル3に接触していないので、連結ロッド11が熱橋になるのを防止できる。   Furthermore, between the heat insulation composite panels 2 and 2 arrange | positioned at the inner surface side and outer surface side of a wall is hold | maintained by the space | interval holding means 10 at a predetermined space | interval, In this case, the space | interval holding means 10 is fixed to the hard panel 3 of the heat insulation composite panel 2. Since the end portion of the heat insulating composite panel 2 is fixed, the insulation between the heat insulating composite panels 2 and 2 is not affected by the presence of the soft heat insulating material 5, and the heat insulating concrete wall 1 is highly accurate. Can be built. Furthermore, since the connecting rod 11 with low heat insulating property is not in contact with the panel 3, it is possible to prevent the connecting rod 11 from becoming a thermal bridge.

さらに、両断熱複合パネル2、2間へ間隔保持手段10を取り付ける場合、アタッチメント15を断熱材5の挿入孔6内に挿入し、パネル3の外側から貫通孔4内に締結ナット20のねじ部21を挿入して、連結ロッド11の雄ねじ部12に螺合させて締め付け、頭部22をパネル3の表面側に当接させるだけでよいので、簡単な作業で両断熱複合パネル2、2間に間隔保持手段10を取り付けることができる。従って、作業効率を大幅に高めることができる。   Furthermore, when attaching the space | interval holding | maintenance means 10 between both the heat insulation composite panels 2 and 2, the attachment 15 is inserted in the insertion hole 6 of the heat insulating material 5, and the thread part of the fastening nut 20 is inserted into the through-hole 4 from the outer side of the panel 3. 21 is inserted, screwed into the male threaded portion 12 of the connecting rod 11 and tightened, and the head 22 is simply brought into contact with the surface side of the panel 3. The interval holding means 10 can be attached to the. Therefore, the working efficiency can be greatly increased.

本発明による断熱コンクリート壁の一実施の形態を示した部分拡大断面図であって、施工中の状態を示した部分拡大断面図である。It is the partial expanded sectional view which showed one Embodiment of the heat insulation concrete wall by this invention, Comprising: It is the partial expanded sectional view which showed the state under construction. 図1の断熱コンクリート壁の施工後の状態を示した部分拡大断面図である。It is the elements on larger scale which showed the state after construction of the heat insulation concrete wall of FIG. 間隔保持手段の全体を示した説明図である。It is explanatory drawing which showed the whole space | interval holding | maintenance means. 図3の一方の分割ロッドとアタッチメントとの関係を示した説明図である。It is explanatory drawing which showed the relationship between one division | segmentation rod of FIG. 3, and an attachment. 図3の他方の分割ロッドとアタッチメントとの関係を示した説明図である。It is explanatory drawing which showed the relationship between the other division | segmentation rod of FIG. 3, and an attachment. アタッチメントの断面図である。It is sectional drawing of an attachment.

符号の説明Explanation of symbols

1 断熱コンクリート壁 2 断熱複合パネル
3 パネル 4 貫通孔
5 断熱材 6 挿入孔
7 コンクリート 10 間隔保持手段
11 連結ロッド 12 雄ねじ部
13 分割ロッド 14 長ナット
15 アタッチメント 16 本体部
17 フランジ部 18 大径部
19 小径部 20 締結ナット
21 ねじ部 22 頭部
25 キャップ 26 型枠補強部材
DESCRIPTION OF SYMBOLS 1 Heat insulation concrete wall 2 Heat insulation composite panel 3 Panel 4 Through-hole 5 Heat insulating material 6 Insertion hole 7 Concrete 10 Space | interval holding means 11 Connecting rod 12 Male thread part 13 Split rod 14 Long nut 15 Attachment 16 Main part 17 Flange part 18 Large diameter part 19 Small diameter portion 20 Fastening nut 21 Screw portion 22 Head portion 25 Cap 26 Formwork reinforcement member

Claims (3)

所定の間隔をおいて対向配置される一対の断熱複合パネルと、両断熱複合パネル間を所定の間隔に保持する間隔保持手段と、両断熱複合パネル間に打設されるコンクリートとを備え、
前記各断熱複合パネルは、硬質のパネルの一方の面に軟質の断熱材が設けられ、断熱材が互いに対向するように配置されるとともに、前記間隔保持手段は、前記両断熱複合パネル間に掛け渡される連結ロッドと、該連結ロッドの端部に前記各断熱複合パネルのパネルを固定する締結手段とを備えていることを特徴とする断熱コンクリート壁。
A pair of heat-insulating composite panels disposed opposite to each other with a predetermined interval; interval holding means for holding the two heat-insulating composite panels at a predetermined interval; and concrete placed between the both heat-insulating composite panels,
Each of the heat insulating composite panels is provided with a soft heat insulating material on one surface of a hard panel, and the heat insulating materials are arranged so as to face each other, and the interval holding means is hung between the heat insulating composite panels. A heat insulating concrete wall comprising: a connecting rod to be passed; and fastening means for fixing the panels of the heat insulating composite panels to end portions of the connecting rod.
前記締結手段は、前記連結ロッドの両端部に取り付けられるとともに、先端部が前記断熱複合パネルの断熱材を貫通して前記パネルに当接する断熱性を有する材料からなるアタッチメントと、前記パネルの外側から前記パネルを貫通して前記連結ロッドに螺合される締結ナットとからなることを特徴とする請求項1に記載の断熱コンクリート壁。   The fastening means is attached to both ends of the connecting rod, and has an attachment made of a heat-insulating material with a tip portion penetrating the heat insulating material of the heat insulating composite panel and coming into contact with the panel, and from the outside of the panel 2. The heat insulating concrete wall according to claim 1, comprising a fastening nut that passes through the panel and is screwed to the connecting rod. 一対の断熱複合パネルを所定の間隔をおいて対向配置させるとともに、両断熱複合パネル間に間隔保持手段を取り付けて、両断熱複合パネル間を所定の間隔に保持する型枠設置工程と、型枠設置工程で設置した一対の断熱複合パネルの内側の部分にコンクリートを打設し、間隔保持手段の構成部材の一部をコンクリート内に埋設させるコンクリート打設工程とを備えていることを特徴とする断熱コンクリート壁の構築方法。

A mold installation step for arranging a pair of heat insulating composite panels opposite to each other at a predetermined interval and attaching a gap holding means between the two heat insulating composite panels so as to hold the two heat insulating composite panels at a predetermined interval; A concrete placing step of placing concrete in a portion inside the pair of heat-insulating composite panels installed in the installation step, and embedding a part of the constituent members of the interval holding means in the concrete. How to build insulated concrete walls.

JP2005198624A 2005-07-07 2005-07-07 Heat-insulating concrete wall and construction method therefor Pending JP2007016471A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101818526A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Connecting member of compound wall body
CN103362235A (en) * 2013-07-17 2013-10-23 烟台金田科技有限公司 Integrally-poured building house with wallboards integrating thermal insulating and templates

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101818526A (en) * 2010-06-04 2010-09-01 北京万科企业有限公司 Connecting member of compound wall body
CN103362235A (en) * 2013-07-17 2013-10-23 烟台金田科技有限公司 Integrally-poured building house with wallboards integrating thermal insulating and templates

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