JP2012193501A - Method for constructing external insulation wall - Google Patents

Method for constructing external insulation wall Download PDF

Info

Publication number
JP2012193501A
JP2012193501A JP2011056399A JP2011056399A JP2012193501A JP 2012193501 A JP2012193501 A JP 2012193501A JP 2011056399 A JP2011056399 A JP 2011056399A JP 2011056399 A JP2011056399 A JP 2011056399A JP 2012193501 A JP2012193501 A JP 2012193501A
Authority
JP
Japan
Prior art keywords
heat insulating
plate
exposed surface
base material
insulating plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2011056399A
Other languages
Japanese (ja)
Other versions
JP5783762B2 (en
Inventor
Daisaku Nishimoto
大策 西本
Norimasa Mihara
典正 三原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dow Kakoh KK
Original Assignee
Dow Kakoh KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dow Kakoh KK filed Critical Dow Kakoh KK
Priority to JP2011056399A priority Critical patent/JP5783762B2/en
Publication of JP2012193501A publication Critical patent/JP2012193501A/en
Application granted granted Critical
Publication of JP5783762B2 publication Critical patent/JP5783762B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a simultaneous concrete placing method for constructing an external insulation wall, having a plurality of heat insulation plates 2a and 2b which are laminated for installation of an insulation structure, with improved construction efficiency.SOLUTION: A substrate material 3 disposed on one exposed surface of a plurality of laminated insulation plates 2a and 2b is combined with the insulation plates 2a and 2b into a composite plate 1. The composite plate 1 is installed between formworks 9a and 9b, with the substrate material 3 on the outer side of a building, and concrete is placed to construct a concrete skeleton 14 integrated with the composite plate 1. An exterior material is then fixed to the substrate material 3.

Description

本発明は、合成樹脂発泡体の断熱板を用いた同時打込工法による外断熱壁の構築方法に関する。   The present invention relates to a method for constructing an outer heat insulating wall by a simultaneous driving method using a heat insulating plate of a synthetic resin foam.

従来、コンクリート躯体に合成樹脂発泡体製の断熱板を接着した後、この断熱板の案内溝に嵌め込まれたチャンネル材を受け材として外装材を取り付けることで外断熱壁を構築することが知られている(例えば、特許文献1参照)。また、合成樹脂発泡体製の断熱板を設置した型枠内にコンクリートを打設することで、コンクリート躯体の構築と同時に断熱板を付設する同時打込工法が知られている(例えば、特許文献2参照)。   Conventionally, after adhering a heat insulating plate made of synthetic resin foam to a concrete frame, it is known to construct an outer heat insulating wall by attaching an exterior material as a receiving material to the channel material fitted in the guide groove of this heat insulating plate. (For example, refer to Patent Document 1). In addition, a simultaneous placement method is known in which concrete is placed in a mold frame provided with a heat insulating plate made of a synthetic resin foam, and a heat insulating plate is attached simultaneously with the construction of a concrete frame (for example, Patent Documents). 2).

特開2008−156874号公報JP 2008-156874 A 特開2004−107942号公報JP 2004-107942 A

ところで、近年の高断熱化に伴い、一般の建物でも複数枚の断熱板を重ねて取り付けることが行われている。また、冷凍倉庫等の建築に際しては、複数枚の断熱板を重ねて取り付けることは珍しいことではない。   By the way, with the recent increase in heat insulation, it is performed that a plurality of heat insulating plates are attached in a general building. In addition, when building a freezer warehouse or the like, it is not uncommon to stack a plurality of heat insulating plates.

同時打込工法を用い、上記のような複数枚の断熱板を重ねて設置する場合、最も内側の断熱板は同時打込工法で付設することができるが、残りの断熱板はコンクリート躯体の構築後に取り付けられることになる。残りの断熱板の取り付けは、コンクリート躯体の構築時に付設された最も内側の断熱板の上に、例えば接着剤で接着するか、コンクリート躯体までアンカーピンを打ち込んで固定することになる。また、最も室外側の断熱板にチャンネル材を取り付ければ、これに外装材を取り付けることができる。   When using the simultaneous placement method and stacking multiple insulation plates as described above, the innermost insulation plate can be installed by the simultaneous placement method, but the remaining insulation plates are constructed of concrete frames. It will be attached later. The remaining heat insulating plates are attached to the innermost heat insulating plate attached at the time of construction of the concrete frame by, for example, bonding with an adhesive, or anchor pins are driven into the concrete frame and fixed. Moreover, if a channel material is attached to the heat insulation board of the most outdoor side, an exterior material can be attached to this.

しかしながら、同時打込工法の施工時に付設することができない断熱板を、コンクリート躯体の構築後に付設するのでは、作業性が悪い問題がある。つまり、壁用のコンクリート躯体は1800mm〜3000mmの高さで構築されることから、このような高さの面に沿って断熱板を立てて接着又はピン止めするのは手間がかかり、施工効率が悪い問題がある。   However, if a heat insulating plate that cannot be attached at the time of the simultaneous placement method is attached after the construction of the concrete frame, there is a problem that workability is poor. That is, since the concrete frame for the wall is constructed with a height of 1800 mm to 3000 mm, it takes time and effort to erect and bond or pin the heat insulating plate along the surface of such a height, and the construction efficiency is high. There is a bad problem.

本発明は、上記問題点に鑑みてなされたもので、複数枚の断熱板が重ねて設置された断熱構造の外断熱壁を同時打込工法で構築するのに際し、施工効率を向上させることを目的とする。   The present invention has been made in view of the above problems, and it is intended to improve the construction efficiency when constructing the outer heat insulating wall of the heat insulating structure in which a plurality of heat insulating plates are overlapped and installed by the simultaneous driving method. Objective.

上記目的のために本発明は、合成樹脂発泡体の断熱板を用いた同時打込工法による外断熱壁の構築方法において、重ねられた複数枚の断熱板の一方の露出面に所定の間隔で設けられた下地材と前記複数枚の断熱板とを結合して複合板とし、該複合板の前記一方の露出面を建物の外面側にして、他方の露出面と型枠との間にコンクリーを打設して、前記断熱板が一体に設けられたコンクリート躯体を構築した後、前記下地材に外装材を取り付けることを特徴とする外断熱壁の構築方法を提供するものである。   For the above purpose, the present invention provides a method for constructing an outer heat insulating wall by a simultaneous driving method using a heat insulating plate of a synthetic resin foam, at a predetermined interval on one exposed surface of a plurality of stacked heat insulating plates. The provided base material and the plurality of heat insulating plates are combined to form a composite plate, the one exposed surface of the composite plate is set to the outer surface side of the building, and the concrete plate is disposed between the other exposed surface and the formwork. The construction method of the outer heat insulation wall is characterized in that, after the concrete body having the heat insulating plate integrally formed is constructed, an exterior material is attached to the base material.

上記本発明は、前記一方の露出面の前記下地材の設置位置に受け溝を形成する一方、下地材としてコ字形のチャンネル材を用い、該コ字形のチャンネル材である下地材を、コ字形の両脚部を前記一方の露出面を構成する断熱板に差し込んで前記受け溝内に設けると共に、ボルト材を前記下地材上から前記複数枚の断熱板を貫通させ、該ボルト材の先端部にナット材をねじ込んで締め付けることで、前記下地材と複数枚の断熱板とを結合すると共に、前記ボルト材の頭部を前記受け溝の深さ内に収容すること、
前記複合板のいずれかの断熱板の側面にスプライン溝を形成しておき、相隣接して設置される前記複合板の相対向するスプライン溝間に跨って細板状のスプラインを差し込むこと、
前記一方の露出面を構成する断熱板として他の断熱板より小さいものを用い、前記一方の露出面を構成する断熱板の外周面を他の断熱板の外周面より内側に引っ込めておくことで、相隣接して配置される前記複合板の前記一方の露出面側に、継ぎ目に沿ってシール溝を形成し、このシール溝に、前記外装材の取り付け前にシール材を充填すること
をその好ましい態様として含むものである。
In the present invention, a receiving groove is formed at the position of the base material on the one exposed surface, while a U-shaped channel material is used as the base material, and the base material that is the U-shaped channel material is a U-shaped channel material. The both leg portions are inserted into the heat insulating plate constituting the one exposed surface and provided in the receiving groove, and the bolt material is passed through the plurality of heat insulating plates from above the base material, to the tip of the bolt material. By screwing and tightening the nut material, the base material and the plurality of heat insulating plates are combined, and the head of the bolt material is accommodated within the depth of the receiving groove,
A spline groove is formed on the side surface of any one of the heat insulating plates of the composite plate, and a thin plate-like spline is inserted across the opposing spline grooves of the composite plate installed adjacent to each other,
By using a smaller heat insulating plate constituting the one exposed surface than the other heat insulating plate, the outer peripheral surface of the heat insulating plate constituting the one exposed surface is retracted inside the outer peripheral surface of the other heat insulating plate. Forming a seal groove along the seam on the one exposed surface side of the composite plate arranged adjacent to each other, and filling the seal groove with the seal material before attaching the exterior material It is included as a preferred embodiment.

本発明によれば、外装材を取り付けるための下地材と複数の断熱板とを結合した複合板を同時打込工法に用いるので、同時打込工法によるコンクリート躯体の形成と同時に複数枚の断熱板の設置が完了する。また、下地材と複数の断熱板との結合は、予め工場で行っておくこともできるが、現場で行う場合でも断熱板を横にした状態で行うことができるので作業性がよい。従って、コンクリート躯体の形成後にも断熱板の付設作業を行わなければならない場合に比して施工効率が向上する。   According to the present invention, since a composite plate in which a base material for attaching an exterior material and a plurality of heat insulating plates are combined is used for the simultaneous placing method, a plurality of heat insulating plates are formed simultaneously with the formation of the concrete frame by the simultaneous placing method. Installation is completed. In addition, the base material and the plurality of heat insulating plates can be combined in advance at the factory, but even when performed on site, the heat insulating plate can be laid sideways so that workability is good. Therefore, the construction efficiency is improved as compared with the case where the installation work of the heat insulating plate has to be performed even after the concrete frame is formed.

本発明のその他の効果については、実施形態と共に説明する。   Other effects of the present invention will be described together with the embodiment.

本発明に用いる複合板の一例を示す斜視図である。It is a perspective view which shows an example of the composite board used for this invention. (a)は図1に示す複合板の平面図、(b)は図1に示す複合板の底面図である。(A) is a top view of the composite board shown in FIG. 1, (b) is a bottom view of the composite board shown in FIG. 図1及び図2に示す複合板における下地材周りの拡大図側面図で、(a)は下地材取り付け途中段階の状態を示す図、(b)は下地材の取り付け完了後の状態を示す図である。FIG. 3 is an enlarged side view of the periphery of the base material in the composite plate shown in FIG. 1 and FIG. 2, (a) shows a state in the middle of mounting the base material, and (b) shows a state after completion of mounting of the base material. It is. 図1〜図3に示す複合板を用いた同時打込工法によるコンクリート躯体の形成時時の型枠周りの縦断面図である。It is a longitudinal cross-sectional view of the periphery of a formwork at the time of formation of the concrete frame by the simultaneous placing method using the composite board shown in FIGS. 図1〜図3に示す複合板を用いた同時打込工法によるコンクリート躯体の形成時時の型枠周りの横断面図である。It is a cross-sectional view of the periphery of the mold at the time of formation of the concrete frame by the simultaneous driving method using the composite plate shown in FIGS. 外装材の取り付け時のコンクリート躯体周りの縦断面図である。It is a longitudinal cross-sectional view around the concrete frame at the time of attachment of exterior material. 外装材の取り付け時のコンクリート躯体周りの横断面図である。It is a cross-sectional view around the concrete frame when the exterior material is attached.

本発明では、外断熱壁の構築を、図1〜図3に示すような複合板1を用いた同時打込工法で行う。本例の複合板1は、長方形の合成樹脂発泡体製の二枚の断熱板2a,2bと、所定の間隔で設けられた複数の下地材3とで構成されている。   In the present invention, the outer heat insulating wall is constructed by the simultaneous driving method using the composite plate 1 as shown in FIGS. The composite plate 1 of this example is composed of two heat insulating plates 2a and 2b made of a rectangular synthetic resin foam and a plurality of base materials 3 provided at predetermined intervals.

断熱板2a,2bを構成する合成樹脂発泡体としては、独立気泡の合成樹脂発泡体が用いられる。具体的には、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、フェノール樹脂系発泡体等を用いることができる。これらの中でも、吸水性が低く、断熱性、機械的強度に優れることから、ポリスチレンの発泡体が好ましく、特に押出発泡成形品が好ましい。本例では二枚の断熱板2a,2bを重ねて用いているが、三枚以上の断熱板2a,2b,…を重ねることも可能である。また、重ねる断熱板2a,2b,…の材質は、通常は同じ種類の合成樹脂発泡体が用いられるが、異なる種類の合成樹脂発泡体とすることもできる。   As the synthetic resin foam constituting the heat insulating plates 2a and 2b, a closed cell synthetic resin foam is used. Specifically, polystyrene foam, polyethylene foam, polypropylene foam, polyurethane foam, phenol resin foam, and the like can be used. Among these, a polystyrene foam is preferable because of its low water absorption and excellent heat insulation and mechanical strength, and an extrusion foam molded product is particularly preferable. In this example, two heat insulating plates 2a, 2b are used in an overlapping manner, but three or more heat insulating plates 2a, 2b,... Moreover, although the same kind of synthetic resin foam is normally used for the material of the heat insulation board 2a, 2b, ... to overlap, it can also be set as a different kind of synthetic resin foam.

下地材3は、外装材4(図6及び図7参照)を取り付ける際の受け材として用いるもので、例えば木材、合成樹脂等の帯状板材を用いることもできるが、本例の下地材3は、図3に拡大して示すように、コ字形のチャンネル材で構成されている。この下地材3は、重ねた二枚の断熱板2a,2bの一方の露出面(断熱板2aの表面)を横断して所定間隔で設けられている。なお、上記重ねた二枚の断熱板2a,2bの一方の露出面は建物の室外側に向けられる面で、以下外面という。   The base material 3 is used as a receiving material when the exterior material 4 (see FIGS. 6 and 7) is attached. For example, a strip-shaped plate material such as wood or synthetic resin can be used. As shown in FIG. 3 in an enlarged manner, it is composed of a U-shaped channel material. The base material 3 is provided at predetermined intervals across one exposed surface (the surface of the heat insulating plate 2a) of the two heat insulating plates 2a and 2b that are overlapped. In addition, one exposed surface of the two heat insulating plates 2a and 2b overlapped is a surface directed to the outdoor side of the building, and is hereinafter referred to as an outer surface.

図3(a)に示すように、上記外面において、下地材3の設置位置には受け溝5が形成されている。この受け溝5の両側部にはコ字形のチャンネル材である下地材3の両脚部を差し込む差し込み溝6が形成されている。下地材3は、図3(b)に示すように、外面を構成する断熱板2aに差し込み溝6を介してその両脚部が差し込まれて受け溝5内に設置されている。下地材3としてコ字形のチャンネル材を用い、その両脚部を外面を構成する断熱板2aに差し込んで設置すると、下地材3の取り付け状態を安定させやすくなる。   As shown in FIG. 3A, a receiving groove 5 is formed at the installation position of the base material 3 on the outer surface. Insertion grooves 6 for inserting both leg portions of the base material 3 which is a U-shaped channel material are formed on both sides of the receiving groove 5. As shown in FIG. 3B, the base material 3 is installed in the receiving groove 5 with both legs inserted into the heat insulating plate 2 a constituting the outer surface via the insertion groove 6. If a U-shaped channel material is used as the base material 3 and both leg portions thereof are inserted into the heat insulating plate 2a constituting the outer surface, the attached state of the base material 3 is easily stabilized.

下地材3上から、二枚の断熱板2a,2bを貫通してボルト材7が設けられ、重ねた二枚の断熱板2a,2bの他方の露出面(断熱板2bの表面)側に突出したボルト材7の先端部にナット材8がねじ込まれ、締め付けられている。これにより、二枚の断熱板2a,2bと下地材3が一体に結合されて、複合板1を構成している。なお、上記重ねた二枚の断熱板2a,2bの他方の露出面は建物の室内側に向けられる面で、以下内面という。   A bolt material 7 is provided from above the base material 3 through the two heat insulating plates 2a and 2b, and protrudes to the other exposed surface (the surface of the heat insulating plate 2b) side of the two heat insulating plates 2a and 2b stacked. The nut material 8 is screwed into the front end portion of the bolt material 7 and tightened. As a result, the two heat insulating plates 2 a and 2 b and the base material 3 are integrally coupled to form the composite plate 1. The other exposed surface of the two heat insulating plates 2a and 2b stacked is a surface directed toward the indoor side of the building, and is hereinafter referred to as an inner surface.

両断熱板2a,2b及び下地材3の結合は、例えば接着等によって行うこともできるが、上記のようにボルト材7とナット材8により行うと、現場でも迅速に行うことができる。また、接着剤を使用する場合でも、ボルト材7とナット材8による結合を併用すると、接着剤の硬化を待たずに作業を進めることができるので好ましい。ナット材8は、熱橋の形成を遮断することができるよう、合成樹脂製の袋ナット状とすることが好ましい。また、ボルト材7の頭部は、受け溝5の深さ内に収容することが好ましい。ボルト材7の頭部を受け溝5の深さ内に収容して外面から突出しないようにしておくと、その後の室外側の型枠9a(図4及び図5参照)の設置や外装材4(図6及び図7参照)の取り付け時に邪魔になるのを防止することができる。   The two heat insulating plates 2a and 2b and the base material 3 can be joined by, for example, bonding or the like. However, when the bolt material 7 and the nut material 8 are used as described above, the heat insulating plates 2a and 2b and the base material 3 can be quickly performed on site. Even when an adhesive is used, it is preferable to use a combination of the bolt material 7 and the nut material 8 because the work can proceed without waiting for the adhesive to harden. The nut material 8 is preferably a synthetic resin cap nut shape so that the formation of the thermal bridge can be blocked. Further, it is preferable that the head of the bolt material 7 is accommodated within the depth of the receiving groove 5. If the head of the bolt member 7 is accommodated within the depth of the receiving groove 5 so as not to protrude from the outer surface, the subsequent installation of the outdoor formwork 9a (see FIGS. 4 and 5) and the exterior member 4 will be described. (See FIGS. 6 and 7), it is possible to prevent obstruction when mounting.

本例の複合板1においては、断熱板2aが断熱板2bより一回り小さくなっており、断熱板2aの外周面は断熱板2bの外周面より内側へ引っ込められている。このようにしておくことで、相隣接して配置される複合板1の外面側に、継ぎ目に沿ってシール溝10(図4及び図5参照)を形成することができる。   In the composite plate 1 of this example, the heat insulating plate 2a is slightly smaller than the heat insulating plate 2b, and the outer peripheral surface of the heat insulating plate 2a is retracted inward from the outer peripheral surface of the heat insulating plate 2b. By doing in this way, the sealing groove | channel 10 (refer FIG.4 and FIG.5) can be formed in the outer surface side of the composite board 1 arrange | positioned mutually adjacently along a joint line.

本例の複合板1においては、外面を構成する断熱板2aの厚さに比して内面を構成する断熱板2bの厚さが大きくなっており、断熱板2bの側面にスプライン溝11a,11bが形成されている。このスプライン溝11a,11bは、相隣接して設置される複合板1の相対向するスプライン溝11a同士又は11b同士間に跨って細板状のスプライン12a又は12b(図4〜図7参照)を差し込むためのものである。長辺側のスプライン溝11aと短辺側のスプライン溝11bとは、それぞれスプライン12aとスプライン12bとを差し込む際に干渉しないよう、形成位置が内外面方向にずらされている。なお、本例で断熱板2aより断熱板2bが厚くなっているのは、スプライン溝11a,11bを形成しやすくするためである。但し、使用する断熱板2a,2b,…の厚さによっては、等しい厚さとすることも可能である。また、スプライン12a,12bの設置はノロ止めためであるので、コンクリートの打設領域に近い位置にスプライン12a,12bを設置できるよう、スプライン溝11a,11bは、最も室内側となる断熱板(本例では断熱板2b)に形成することが好ましい。   In the composite plate 1 of this example, the thickness of the heat insulating plate 2b constituting the inner surface is larger than the thickness of the heat insulating plate 2a constituting the outer surface, and the spline grooves 11a and 11b are formed on the side surfaces of the heat insulating plate 2b. Is formed. The spline grooves 11a and 11b are formed as thin plate-like splines 12a or 12b (see FIGS. 4 to 7) straddling each other between the opposing spline grooves 11a or 11b of the composite plate 1 installed adjacent to each other. It is for plugging in. The long-side spline groove 11a and the short-side spline groove 11b are shifted in the inner and outer surface directions so as not to interfere when the spline 12a and the spline 12b are inserted. In this example, the heat insulating plate 2b is thicker than the heat insulating plate 2a in order to facilitate the formation of the spline grooves 11a and 11b. However, depending on the thickness of the heat insulating plates 2a, 2b,. Further, since the splines 12a and 12b are installed to stop the splines, the spline grooves 11a and 11b are provided on the heat insulation plate (inside of the room) so that the splines 12a and 12b can be installed at positions close to the concrete placing area. In the example, it is preferable to form the insulating plate 2b).

次に、上述した複合板1を用いた同時打込工法について説明する。   Next, the simultaneous driving method using the composite plate 1 described above will be described.

複合板1は、予め工場で組み立てた後に現場へ搬入するか、現場で組み立てる。現場で複合板1を組み立てる際は、工場にて断熱板2aへ下地材3を仮止めした状態で搬入すると、組み立て作業が容易となる。下地材3をコ字形のチャンネル材とすると、断熱材2aに差し込み溝6を形成し、コ字形の両脚部を差し込むことで容易に仮止めすることができる。また、断熱板2a,2bの所定の位置に、ボルト材7を差し込む貫通孔を予め形成しておくことも、現場での組立を容易にするのに役立つ。   The composite plate 1 is assembled in advance at the factory and then carried to the site or assembled at the site. When assembling the composite board 1 at the site, if the base material 3 is temporarily fixed to the heat insulating board 2a at the factory, the assembly work becomes easy. If the base material 3 is a U-shaped channel material, the insertion groove 6 is formed in the heat insulating material 2a, and the U-shaped both leg portions can be easily temporarily fixed. In addition, it is also useful to facilitate on-site assembly by forming a through hole into which the bolt member 7 is inserted in a predetermined position of the heat insulating plates 2a and 2b.

搬入した複合板1又は現場で組み立てた複合板1を立ち上げ、図4及び図5に示すような壁型枠を形成する。壁型枠は、建物の室外側に設けられる型枠9aと、建物の室内側に設けられる型枠9bとを間隔をあけて対向して設置すると共に、室外側の型枠9a側に複合板1を設置することで形成される。型枠9aと型枠9bは、両者間の間隔を維持するセパレーター13で接続する。複合板1は、やはりセパレーター13を用いて型枠9aにその外面を押し付けるようにして設置する。   The loaded composite plate 1 or the composite plate 1 assembled on site is started up to form a wall form as shown in FIGS. The wall formwork is provided with a formwork 9a provided on the outdoor side of the building and a formwork 9b provided on the indoor side of the building facing each other with a space therebetween, and a composite plate on the outdoor formwork 9a side. It is formed by installing 1. The mold 9a and the mold 9b are connected by a separator 13 that maintains an interval between them. The composite plate 1 is also installed using the separator 13 so that its outer surface is pressed against the mold 9a.

通常、複合板1は縦長の状態で設置される。複合板1の設置に際しては、横方向に隣接して設置される複合板1のスプライン溝11a同士間に跨ってスプライン12aを差し込んで、長辺同士の継ぎ目からのノロの流出を防止できるようにすることが好ましい。このようにして一段目の壁型枠を形成した後、複合板1の内面と型枠9bとの間の空間にコンクリートを打設し、硬化させることでコンクリート躯体14を形成する。また、複合板1はコンクリート躯体14の形成と共にコンクリート躯体14に一体に付設されることになる。   Usually, the composite board 1 is installed in a vertically long state. When the composite plate 1 is installed, the spline 12a is inserted across the spline grooves 11a of the composite plate 1 installed adjacent to each other in the lateral direction so that the outflow from the seams between the long sides can be prevented. It is preferable to do. After forming the first-stage wall formwork in this way, concrete is cast in the space between the inner surface of the composite plate 1 and the formwork 9b and cured to form the concrete frame 14. Further, the composite plate 1 is integrally attached to the concrete housing 14 together with the formation of the concrete housing 14.

二段目以降の壁型枠は、通常、前段のコンクリートの打設後一段毎に形成する。二段目以降の壁型枠の形成に際しては、横方向に隣接する複合板1間のスプライン12aだけでなく、縦方向に隣接する複合板1のスプライン溝11b間に跨るスプライン12bの差し込みも行い、短辺同士の継ぎ目からのノロの流出も防止できるようにすることが好ましい。   The wall formwork after the second stage is usually formed for each stage after placing the concrete in the previous stage. When forming the second and subsequent wall formwork, not only the splines 12a between the composite plates 1 adjacent in the horizontal direction but also the splines 12b extending between the spline grooves 11b of the composite plates 1 adjacent in the vertical direction are inserted. In addition, it is preferable to prevent the outflow of noro from the joint between the short sides.

複合板1が付設されたコンクリート躯体14を必要な高さに形成後、型枠9aと型枠9bを外す。コンクリート躯体14の室外側の面に一体に付設された複合板1の外面側には、相隣接して配置された複合板1間の継ぎ目に沿って形成されたシール溝10が露出する。図6及び図7に示されるように、このシール溝10にシール材15を充填すると、継ぎ目が開いてしまうこと等による断熱性能の低下を防止することができる。シール材15としては、現場発泡のポリウレタン発泡体を用いることができる。シール材15の充填後、外装材4の取り付けを行う。外装材4の取り付けは、断熱板2aの外面に取り付けられた下地材3を受け材として行うことができる。外装材4としては、金属サンドイッチパネル、サイディング等を用いることができる。   After forming the concrete housing 14 to which the composite plate 1 is attached to a required height, the mold 9a and the mold 9b are removed. A seal groove 10 formed along the joint between the adjacent composite plates 1 is exposed on the outer surface side of the composite plate 1 integrally provided on the outdoor surface of the concrete housing 14. As shown in FIGS. 6 and 7, when the seal groove 15 is filled with the seal material 15, it is possible to prevent a decrease in heat insulation performance due to a seam being opened. As the sealing material 15, an in-situ foamed polyurethane foam can be used. After the sealing material 15 is filled, the exterior material 4 is attached. The exterior material 4 can be attached as a receiving material by the base material 3 attached to the outer surface of the heat insulating plate 2a. As the exterior material 4, a metal sandwich panel, siding, or the like can be used.

以上のようにして、外断熱壁を構築することができる。なお、上記の例においては、室外側の型枠9aで複合板1を支持しているが、複合板1が必要な剛性を備えている場合、型枠9aを省略し、複合板1を型枠兼用とすることが可能である。   As described above, the outer heat insulating wall can be constructed. In the above example, the composite plate 1 is supported by the outdoor mold 9a. However, when the composite plate 1 has the necessary rigidity, the mold 9a is omitted and the composite plate 1 is molded. It can also be used as a frame.

1 複合板
2a,2b 断熱板
3 下地材
4 外装材
5 受け溝
6 差し込み溝
7 ボルト材
8 ナット材
9a 室外側の型枠
9b 室内側の型枠
10 シール溝
11a,11b スプライン溝
12a,12b スプライン
13 セパレーター
14 コンクリート躯体
15 シール材
DESCRIPTION OF SYMBOLS 1 Composite board 2a, 2b Heat insulation board 3 Base material 4 Exterior material 5 Receiving groove 6 Insertion groove 7 Bolt material 8 Nut material 9a Outdoor formwork 9b Indoor formwork 10 Sealing groove 11a, 11b Spline groove 12a, 12b Spline 13 Separator 14 Concrete body 15 Sealing material

Claims (4)

合成樹脂発泡体の断熱板を用いた同時打込工法による外断熱壁の構築方法において、重ねられた複数枚の断熱板の一方の露出面に所定の間隔で設けられた下地材と前記複数枚の断熱板とを結合して複合板とし、該複合板の前記一方の露出面を建物の外面側にして、他方の露出面と型枠との間にコンクリーを打設して、前記断熱板が一体に設けられたコンクリート躯体を構築した後、前記下地材に外装材を取り付けることを特徴とする外断熱壁の構築方法。   In the construction method of the outer heat insulating wall by the simultaneous driving method using the heat insulating plate of the synthetic resin foam, the plurality of base materials provided at predetermined intervals on one exposed surface of the plurality of stacked heat insulating plates The heat insulating plate is combined to form a composite plate, the one exposed surface of the composite plate is set to the outer surface side of the building, and concrete is placed between the other exposed surface and the formwork, and the heat insulating plate After the construction of the concrete frame integrally provided, an exterior insulation wall is attached to the base material. 前記一方の露出面の前記下地材の設置位置に受け溝を形成する一方、下地材としてコ字形のチャンネル材を用い、該コ字形のチャンネル材である下地材を、コ字形の両脚部を前記一方の露出面を構成する断熱板に差し込んで前記受け溝内に設けると共に、ボルト材を前記下地材上から前記複数枚の断熱板を貫通させ、該ボルト材の先端部にナット材をねじ込んで締め付けることで、前記下地材と複数枚の断熱板とを結合すると共に、前記ボルト材の頭部を前記受け溝の深さ内に収容することを特徴とする請求項1又は2に記載の外断熱壁の構築方法。   While the receiving groove is formed at the position where the base material is installed on the one exposed surface, a U-shaped channel material is used as the base material, the base material which is the U-shaped channel material, It is inserted into a heat insulating plate constituting one exposed surface and provided in the receiving groove, and a bolt material is passed through the plurality of heat insulating plates from above the base material, and a nut material is screwed into a tip portion of the bolt material. The outer material according to claim 1 or 2, wherein the base material and the plurality of heat insulating plates are coupled by tightening, and the head portion of the bolt material is accommodated within the depth of the receiving groove. How to build insulation walls. 前記複合板のいずれかの断熱板の側面にスプライン溝を形成しておき、相隣接して設置される前記複合板の相対向するスプライン溝間に跨って細板状のスプラインを差し込むことを特徴とする請求項1又は2に記載の外断熱壁の構築方法。   Spline grooves are formed on the side surfaces of any one of the heat insulating plates of the composite plate, and a thin plate-like spline is inserted across the opposing spline grooves of the composite plates installed adjacent to each other. The construction method of the outer heat insulation wall according to claim 1 or 2. 前記一方の露出面を構成する断熱板として他の断熱板より小さいものを用い、前記一方の露出面を構成する断熱板の外周面を他の断熱板の外周面より内側に引っ込めておくことで、相隣接して配置される前記複合板の前記一方の露出面側に、継ぎ目に沿ってシール溝を形成し、このシール溝に、前記外装材の取り付け前にシール材を充填することを特徴とする請求項1〜3のいずれか一項に記載の外断熱壁の構築方法。   By using a smaller heat insulating plate constituting the one exposed surface than the other heat insulating plate, the outer peripheral surface of the heat insulating plate constituting the one exposed surface is retracted inside the outer peripheral surface of the other heat insulating plate. A seal groove is formed along the joint on the one exposed surface side of the composite plate arranged adjacent to each other, and the seal groove is filled with the seal material before the exterior material is attached. The construction method of the outer heat insulation wall as described in any one of Claims 1-3.
JP2011056399A 2011-03-15 2011-03-15 Construction method of outer insulation wall Active JP5783762B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2011056399A JP5783762B2 (en) 2011-03-15 2011-03-15 Construction method of outer insulation wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2011056399A JP5783762B2 (en) 2011-03-15 2011-03-15 Construction method of outer insulation wall

Publications (2)

Publication Number Publication Date
JP2012193501A true JP2012193501A (en) 2012-10-11
JP5783762B2 JP5783762B2 (en) 2015-09-24

Family

ID=47085647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2011056399A Active JP5783762B2 (en) 2011-03-15 2011-03-15 Construction method of outer insulation wall

Country Status (1)

Country Link
JP (1) JP5783762B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019582A (en) * 2015-08-04 2015-11-04 万保金 Disassembly-free prefabricated concrete thermal-insulation wall formwork
CN105332451A (en) * 2015-11-25 2016-02-17 沈阳建筑大学 Disassembly-free insulation template for external wall of building
CN106759983A (en) * 2017-03-02 2017-05-31 中国五冶集团有限公司 A kind of inner support member for sandwich insulating layer
CN109610700A (en) * 2018-11-19 2019-04-12 无锡兴达泡塑新材料股份有限公司 The reinforced composite shuttering of cast-in-place concrete exterior wall heat-preserving and its application method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111441509A (en) * 2020-04-07 2020-07-24 三一筑工科技有限公司 Production method of vertical joint bar structure with heat-insulation cavity shear wall

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579940A (en) * 1980-06-23 1982-01-19 Shimizu Construction Co Ltd External heat insulating construction for outer wall of building
JP2001220879A (en) * 2000-02-07 2001-08-17 Kawakubo Kogyosho:Kk Joint device for continuous connection in thermal insulation panel assembly
JP2005105622A (en) * 2003-09-30 2005-04-21 Hokushin Kensetsu Kk Thermal insulating panel for wooden building
JP2005126977A (en) * 2003-10-23 2005-05-19 Dow Kakoh Kk Heat insulation structure and execution method thereof
JP2005344501A (en) * 2004-12-28 2005-12-15 Kenkichi Sato Construction method of internal and external facing material used as form timbering
JP2010138614A (en) * 2008-12-12 2010-06-24 Funaki Shoji Kk Panel used as form, and construction structure and construction method of concrete wall using the same

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS579940A (en) * 1980-06-23 1982-01-19 Shimizu Construction Co Ltd External heat insulating construction for outer wall of building
JP2001220879A (en) * 2000-02-07 2001-08-17 Kawakubo Kogyosho:Kk Joint device for continuous connection in thermal insulation panel assembly
JP2005105622A (en) * 2003-09-30 2005-04-21 Hokushin Kensetsu Kk Thermal insulating panel for wooden building
JP2005126977A (en) * 2003-10-23 2005-05-19 Dow Kakoh Kk Heat insulation structure and execution method thereof
JP2005344501A (en) * 2004-12-28 2005-12-15 Kenkichi Sato Construction method of internal and external facing material used as form timbering
JP2010138614A (en) * 2008-12-12 2010-06-24 Funaki Shoji Kk Panel used as form, and construction structure and construction method of concrete wall using the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105019582A (en) * 2015-08-04 2015-11-04 万保金 Disassembly-free prefabricated concrete thermal-insulation wall formwork
CN105332451A (en) * 2015-11-25 2016-02-17 沈阳建筑大学 Disassembly-free insulation template for external wall of building
CN106759983A (en) * 2017-03-02 2017-05-31 中国五冶集团有限公司 A kind of inner support member for sandwich insulating layer
CN109610700A (en) * 2018-11-19 2019-04-12 无锡兴达泡塑新材料股份有限公司 The reinforced composite shuttering of cast-in-place concrete exterior wall heat-preserving and its application method

Also Published As

Publication number Publication date
JP5783762B2 (en) 2015-09-24

Similar Documents

Publication Publication Date Title
JP5783762B2 (en) Construction method of outer insulation wall
KR20180085984A (en) Unit set for manufacturing steel dome house and method for manufacturing steel dome house using the same
JP6635291B2 (en) Transparent temporary frame structure of external insulation that forms a reinforced concrete building with no adjacent ground
JP6336682B2 (en) Building blocks for wall structures
JP2013104287A (en) Outside insulation stone stuck rc-loyal with no adjacent land vacancy
US20120124927A1 (en) Foam injected wall panel
JP2014173256A (en) Heat insulation structure of inner wall part and inner wall panel
JP5928781B2 (en) Formwork panel and construction structure of concrete wall
KR20160071154A (en) A self-assembly house building it myself using block of cube type and thereof construction method
JP2010095956A (en) External heat insulating panel and external heat insulating structure
KR20130068833A (en) A assembly apparatus roof pannel
KR100573288B1 (en) Hybrid Stud with Heat Insulating Ability and Connecting Structure of Wall Panel using the same
JP2010185187A (en) Outside heat insulation construction method and outside heat insulation concrete wall
JP2007146390A (en) Outside insulation wall structure for reinforced concrete building
KR101898730B1 (en) Panel of drywall and construction method of drywall using the same
JP4286213B2 (en) Formwork concrete block construction
JP2016008475A (en) Connection structure for wall panels and connection method for wall panels
JP2006037353A (en) Reference wall panel and laminated wall panel
KR20160075478A (en) Panel for prefabricated building
KR101275002B1 (en) Panel and manufactureing method thereof
JP5148438B2 (en) Outer insulation panel
JP2009036013A (en) Heat insulating panel serving as form and also as interior/exterior underlayer material, and construction method of concrete structure
KR100768274B1 (en) Water tank for using unit hollow panel
JP2018115491A (en) Building structure
KR20150061735A (en) Panel for prefabricated building

Legal Events

Date Code Title Description
A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20120809

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20120906

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20140130

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20141218

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20150127

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20150420

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20150630

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20150721

R150 Certificate of patent or registration of utility model

Ref document number: 5783762

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250