JP2011117127A - Method for constructing double wall - Google Patents

Method for constructing double wall Download PDF

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JP2011117127A
JP2011117127A JP2009272723A JP2009272723A JP2011117127A JP 2011117127 A JP2011117127 A JP 2011117127A JP 2009272723 A JP2009272723 A JP 2009272723A JP 2009272723 A JP2009272723 A JP 2009272723A JP 2011117127 A JP2011117127 A JP 2011117127A
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wall
plate
synthetic resin
resin foam
columnar member
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JP5647784B2 (en
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Ken Chiyoda
健 千代田
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JSP Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for constructing a double wall, which enables the construction of the inexpensive double wall by facilitating work for constructing an interior wall, because a synthetic resin foamed plate can be easily installed as an outer form when the interior wall is constructed on an outer peripheral wall of a building. <P>SOLUTION: A plurality of columnar members 11 made of a synthetic resin foam are juxtaposed on an inner surface 1a of an exterior wall 1 in such a manner as to avoid an uneven portion 3; a plate-like member 12 made of a synthetic resin foam abuts on the columnar members 11, and serves as the outer form; an inner form 14 is arranged in the state of facing the plate-like member 12; and concrete is poured in a space portion 16 between the outer and inner forms 12 and 14, so that the interior wall 17 can be constructed. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、二重壁の構築方法に関し、詳しくは、建築物の外周壁(以下、外壁ということがある)を使用し、その内側に新たに内壁を構築する際に適用される二重壁の構築方法に関するものであり、特に地下二重壁を構築することに優れた方法である。   The present invention relates to a method for constructing a double wall, and more specifically, a double wall applied when an outer peripheral wall of a building (hereinafter sometimes referred to as an outer wall) is used and an inner wall is newly constructed inside the outer wall. This is an excellent method for constructing double underground walls.

建築物の外壁においては、外壁から雨水が外壁の亀裂、打ち継ぎ部、セパレータ等から漏水する虞があることや、防音や断熱等の観点から、外壁の内側に内壁を構築して二重壁とすることが行われている。   In the outer wall of a building, double wall is constructed by constructing the inner wall inside the outer wall from the viewpoint of rainwater leaking from the outer wall from the cracks, joints, separators, etc., and from the viewpoint of soundproofing and heat insulation, etc. And that is done.

特に、地下建築物では、周辺の地層に含まれた地下水が外壁の亀裂、打ち継ぎ部、セパレータ等から漏水する虞がある。そこで、地下建築物の外壁の内側に内壁を構築して二重壁とし、外壁から浸透した地下水を、外壁と内壁とによって画成される空間部を介して、空間部の底部に形成した排水口から外部へ排出することが行われている。   In particular, in underground buildings, there is a risk that groundwater contained in the surrounding strata will leak from cracks in the outer wall, joints, separators, and the like. Therefore, the inner wall is built inside the outer wall of the underground building to form a double wall, and the groundwater that permeates from the outer wall is formed at the bottom of the space part through the space part defined by the outer wall and the inner wall. It is discharged from the mouth to the outside.

このような二重壁、特に、コンクリート製の内壁を構築するものにあっては、外壁と内壁との間に、内壁を形成するための外型枠を設置する必要がある。したがって、このような二重壁の構築では、内壁を形成するコンクリートの硬化後に、外型枠を取除かなくてはならず、その作業が煩雑なものとなっていた。   In the case of constructing such a double wall, in particular, a concrete inner wall, it is necessary to install an outer formwork for forming the inner wall between the outer wall and the inner wall. Therefore, in the construction of such a double wall, the outer formwork has to be removed after the concrete forming the inner wall is hardened, and the work is complicated.

そこで、内壁の外型枠として、表面に水路が形成された合成樹脂発泡板を使用し、それを捨て型枠として埋込むことによって、外型枠の取除き作業をなくすとともに、断熱性に優れた壁面を構築する方法が提案されている(例えば、特許文献1)。   Therefore, as the outer mold of the inner wall, a synthetic resin foam plate with a water channel formed on the surface is used, and by embedding it as a discarded mold, the work of removing the outer mold is eliminated and the heat insulation is excellent. A method for constructing a wall surface has been proposed (for example, Patent Document 1).

特開平11−43963号公報(図1乃至図5参照)Japanese Patent Laid-Open No. 11-43963 (see FIGS. 1 to 5)

ところで、近年、建築物を改修する場合に、建設費を削減する目的等のために、既存の建築物の外壁を残して、その内側に内壁等を構築することが行われている。この場合には、既存の建築物の外壁の内面には、床、仕切り壁等の解体部分(不陸部分)が突出部として一部残ってしまう。   By the way, in recent years, when a building is renovated, for the purpose of reducing the construction cost, the outer wall of the existing building is left, and the inner wall or the like is constructed inside. In this case, part of the dismantling part (non-landing part) such as a floor and a partition wall remains as a protruding part on the inner surface of the outer wall of the existing building.

このような構築物の改修工事に、上記特許文献1の技術、即ち、表面に水路が形成された合成樹脂発泡板を外型枠として内壁を構築する技術を採用すると、仕切り壁等の解体残部が不陸部となって、外型枠としての合成樹脂発泡体を外壁に対して平行且つ平面的に設置することができない。そこで、この場合には、仕切り壁等の解体残部の不陸部分を他の面と面一になるように、エアーハンマ等のハツリ装置を用いて慎重にハツリを行わなければならず、その作業が煩雑になる。   If the technique of the above-mentioned patent document 1, that is, the technique of constructing the inner wall using the synthetic resin foam plate having a water channel formed on the surface as the outer mold frame, is adopted for the renovation work of such a structure, It becomes a non-land portion, and the synthetic resin foam as the outer mold cannot be installed in a plane parallel to the outer wall. Therefore, in this case, it is necessary to carefully crush using a crushing device such as an air hammer so that the unlanded portion of the remaining part of the dismantling such as the partition wall is flush with the other surface. Becomes complicated.

本発明は、上述した背景技術が有する実情に鑑み成されたものであって、外型枠として、合成樹脂発泡体を容易に、外壁の内面に対して平行且つ平面的に設置することができることから、内壁の構築作業が簡単となり、もって安価な二重壁を構築することができる二重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 actual circumstances of the background art described above, and as an outer mold, a synthetic resin foam can be easily and parallelly installed on the inner surface of the outer wall. Therefore, an object of the present invention is to provide a method for constructing a double wall in which the construction work of the inner wall is simplified and an inexpensive double wall can be constructed.

上記した目的を達成するため、請求項1の二重壁の構築方法は、建築物の外壁の内面に、合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材に沿って内壁を構築することを特徴とする。
また、請求項2の二重壁の構築方法は、建築物の外壁の内面に、該外壁の内面の不陸部分を避けて合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材を外型枠として、該外型枠と対向させて内型枠を配設し、前記外型枠と内型枠との間の空間部にコンクリートを打設して、内壁を構築することを特徴とする。
さらに、請求項3の二重壁の構築方法は、建築物の外壁の内面に、該外壁の内面の不陸部分を避けて合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材を外型枠として配設するとともに、前記外壁の内面の不陸部分が存在しない平坦面には、板状部とその片面に複数の凸部と溝部とを有する合成樹脂発泡成形体の前記凸部を外壁の内面に当接させ、前記発泡成形体の板状部を外型枠として配設し、前記外型枠と対向させて内型枠を配設し、前記外型枠と内型枠との間の空間部にコンクリートを打設して、内壁を構築することを特徴とする。
In order to achieve the above-described object, the double-wall construction method according to claim 1 includes a columnar member made of a synthetic resin foam juxtaposed on the inner surface of an outer wall of a building, and the columnar member is made of a synthetic resin foam. A plate-shaped member is brought into contact, and an inner wall is constructed along the plate-shaped member.
According to the double wall construction method of claim 2, a columnar member made of a synthetic resin foam is arranged on the inner surface of the outer wall of the building, avoiding the uneven portion of the inner surface of the outer wall, and the columnar member A plate-like member made of a synthetic resin foam is brought into contact with the plate-like member as an outer mold frame, an inner mold frame is disposed opposite to the outer mold frame, and the outer mold frame and the inner mold frame It is characterized by constructing an inner wall by placing concrete in the space between.
Furthermore, in the method for constructing a double wall according to claim 3, a columnar member made of a synthetic resin foam is provided on the inner surface of the outer wall of the building, avoiding the uneven portion of the inner surface of the outer wall, and the columnar member A plate-like member made of a synthetic resin foam is brought into contact, the plate-like member is disposed as an outer mold frame, and a flat surface having no uneven portion of the inner surface of the outer wall has a plate-like portion and one surface thereof. The convex portion of the synthetic resin foam molded body having a plurality of convex portions and groove portions is brought into contact with the inner surface of the outer wall, the plate-shaped portion of the foam molded body is disposed as an outer mold frame, and the outer mold frame and An inner mold is disposed so as to face each other, and concrete is placed in a space portion between the outer mold and the inner mold to construct an inner wall.

上記した請求項1の発明によれば、建築物の外壁の内面に、合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材に沿って内壁を構築することから、内壁を容易に構築することができる。また、合成樹脂発泡体を複雑な形状に成形や加工しなくても、並設された柱状部材と、該柱状部材に当接された板状部材とによって画成された、凸状部分と溝部分とからなる空間に漏水を流す水路が形成され、容易に排水路を有する内壁を構築することができる。さらに、柱状部材および板状部材が合成樹脂発泡体によって形成されているので、軽量であり、かつ断熱性を有しているため、その設置作業が容易になるとともに、断熱性に優れた二重壁を形成することができる。   According to the first aspect of the present invention, columnar members made of synthetic resin foam are juxtaposed on the inner surface of the outer wall of the building, and plate-like members made of synthetic resin foam are brought into contact with the columnar members, Since the inner wall is constructed along the plate-like member, the inner wall can be easily constructed. Further, even if the synthetic resin foam is not molded or processed into a complicated shape, a convex portion and a groove defined by the columnar members arranged side by side and the plate-shaped member in contact with the columnar members. A water channel through which water leaks is formed in a space composed of parts, and an inner wall having a drainage channel can be easily constructed. Further, since the columnar member and the plate-like member are formed of the synthetic resin foam, since it is lightweight and has a heat insulating property, the installation work is facilitated and the double heat insulating property is excellent. A wall can be formed.

請求項2の発明によれば、建築物の外壁の内面の不陸部分を避けて柱状部材を並設し、その柱状部材に外型枠として板状部材を当接させるので、不陸部分に関係なく板状部材を既存の外壁の内面と平行且つ平面的に配設でき、より外型枠の配設が容易になり、内壁を容易に構築することができる。また、合成樹脂発泡体を複雑な形状に成形や加工しなくても、並設された柱状部材と、該柱状部材に当接された板状部材とによって画成された、凸状部分と溝部分からなる空間に漏水を流す水路が形成され、容易に排水路を有する外型枠を構築することができる。しかも、外型枠を構成する柱状部材および板状部材が合成樹脂発泡体によって形成されているので、軽量であり、かつ断熱性を有しているため、その設置作業が容易になるとともに、断熱性に優れた二重壁を形成することができる。   According to the second aspect of the present invention, the columnar members are arranged in parallel avoiding the non-landing portion of the inner surface of the outer wall of the building, and the plate-like member is brought into contact with the columnar member as the outer mold frame. Regardless of this, the plate-like member can be arranged in parallel and in plane with the inner surface of the existing outer wall, the outer frame can be easily arranged, and the inner wall can be easily constructed. Further, even if the synthetic resin foam is not molded or processed into a complicated shape, a convex portion and a groove defined by the columnar members arranged side by side and the plate-shaped member in contact with the columnar members. A water channel through which water leaks is formed in a space consisting of portions, and an outer formwork having a drainage channel can be easily constructed. In addition, since the columnar member and the plate-like member constituting the outer mold are formed of the synthetic resin foam, they are lightweight and have heat insulation properties. A double wall having excellent properties can be formed.

請求項3の発明によれば、不陸部分が存在する外壁の内面では、該不陸部分を避けて柱状部材を並設し、その柱状部材に板状部材を当接させて外型枠を配設するとともに、前記外壁の内面の不陸部分が存在しない平坦面では、板状部とその片面に複数の凸部と溝部を有する発泡成形体を使用して外型枠を形成するので、外型枠の構築作業がより容易になる。また、前記柱状部材と板状部材を当接させてなる外型枠を配設する空間がない場合においても、板状部とその片面に複数の凸部と溝部を有する発泡成形体を使用して外型枠を形成することにより、施工に必要な空間を狭くすることができ、省スペース化が可能となる。その上、並設された柱状部材と、該柱状部材に当接された板状部材とによって画成された、凸状部分と溝部分からなる空間、また発泡成形体の板状部と複数の凸部と溝部からなる空間に、漏水を流す水路が形成され、容易に排水路を有する外型枠を構築することができる。さらに、外型枠を構成する柱状部材、板状部材、および板状部とその片面に複数の凸部と溝部を有する発泡成形体は、合成樹脂発泡体によって形成されているので、軽量であり、かつ断熱性を有しているため、その設置作業は極めて容易になるとともに、断熱性に優れた二重壁を形成することができる。   According to the invention of claim 3, on the inner surface of the outer wall where the non-land portion is present, the columnar member is arranged side by side avoiding the non-land portion, and the plate-shaped member is brought into contact with the columnar member to form the outer mold frame. Since the outer mold is formed using a foam molded body having a plate-like portion and a plurality of convex portions and groove portions on one side of the flat surface on which the uneven portion of the inner surface of the outer wall does not exist, The construction work of the outer formwork becomes easier. Further, even when there is no space for disposing an outer mold frame in which the columnar member and the plate-like member are in contact with each other, a foamed molded body having a plate-like portion and a plurality of convex portions and groove portions on one side thereof is used. By forming the outer mold frame, the space necessary for the construction can be narrowed, and the space can be saved. In addition, the space formed by the columnar members arranged side by side and the plate-shaped member in contact with the columnar members, which is composed of a convex portion and a groove portion, the plate-shaped portion of the foam molded body, and a plurality of A water channel through which water leaks is formed in the space composed of the convex portion and the groove portion, and an outer mold frame having a drainage channel can be easily constructed. Furthermore, the columnar member, the plate-like member, and the plate-like member constituting the outer mold and the foam-molded body having a plurality of convex portions and groove portions on one side thereof are formed of a synthetic resin foam, and thus are lightweight. And since it has heat insulation, the installation work becomes very easy and the double wall excellent in heat insulation can be formed.

既存の建築物の外壁を残して構築物を解体した状態を概念的に示した斜視図である。It is the perspective view which showed notionally the state which demolished the structure leaving the outer wall of the existing building. 本発明に係る二重壁の構築方法の作業手順を示したもので、外壁の内面に柱状部材を取り付けた状態を概念的に示した斜視図である。It is the perspective view which showed the operation | movement procedure of the construction method of the double wall concerning this invention, and showed the state which attached the columnar member to the inner surface of an outer wall. 図2におけるA−A線に沿う部分の拡大断面図である。It is an expanded sectional view of the part which follows the AA line in FIG. 本発明に係る二重壁の構築方法の作業手順を示したもので、板状部材を柱状部材に当接させた状態を概念的に示した斜視図である。It is the perspective view which showed the operation | movement procedure of the construction method of the double wall based on this invention, and showed notably the state which contacted the plate-shaped member to the columnar member. 図4におけるB−B線に沿う部分の拡大断面図である。It is an expanded sectional view of the part which follows the BB line in FIG. 本発明に係る二重壁の構築方法の作業手順を示したもので、内型枠をセパレータに取り付けた状態を概念的に示した斜視図である。It is the perspective view which showed the operation | movement procedure of the construction method of the double wall concerning this invention, and showed the state which attached the inner mold to the separator. 図6におけるC−C線に沿う部分の拡大断面図である。It is an expanded sectional view of the part which follows the CC line in FIG. 本発明に係る二重壁の構築方法の作業手順を示したもので、内壁が構築された状態を概念的に示した斜視図である。It is the perspective view which showed the operation | movement procedure of the construction method of the double wall concerning this invention, and showed the state by which the inner wall was constructed | assembled. 図8におけるD−D線に沿う部分の拡大断面図である。It is an expanded sectional view of the part which follows the DD line in FIG. 本発明に係る二重壁の構築方法で使用される板状部とその片面に複数の凸部と溝部を有する発泡成形体の一実施の形態を示した斜視図である。It is the perspective view which showed one Embodiment of the foaming molding which has a plate-shaped part used with the construction method of the double wall concerning this invention, and the some convex part and the groove part on the single side | surface. 本発明に係る二重壁の構築方法で使用される板状部とその片面に複数の凸部と溝部を有する発泡成形体の他の実施の形態を示した斜視図である。It is the perspective view which showed other embodiment of the foaming molding which has a plate-shaped part used with the construction method of the double wall concerning this invention, and the some convex part and the groove part on the single side | surface.

以下、本発明に係る二重壁の構築方法において、その構築方法の一態様である地下二重壁の実施の形態を、図面に基づいて詳細に説明する。   Hereinafter, in the double wall construction method according to the present invention, an embodiment of an underground double wall which is an aspect of the construction method will be described in detail based on the drawings.

図1に示すように、既存のコンクリート外壁(外周壁)1では、コンクリート建築物の床、仕切り壁等を解体した後の不陸部分2,3が残存している。それらの不陸部分のうち、少なくとも内壁を構築する部分に対応する不陸部分(図示した実施の形態においては、仕切り壁を解体した後の不陸部分3)で、後述する柱状部材の厚みよりも高い部分がある場合には、柱状部材の厚さよりも低くなるようにエアーハンマ等のハツリ装置を用いてハツリする。そして、適宜位置にセパレータ10を植設する。   As shown in FIG. 1, in the existing concrete outer wall (outer peripheral wall) 1, the non-land portions 2 and 3 after dismantling the floors, partition walls and the like of the concrete building remain. Among these non-land portions, at least the non-land portion corresponding to the portion that constructs the inner wall (in the illustrated embodiment, the non-land portion 3 after dismantling the partition wall), the thickness of the columnar member to be described later In the case where there is a higher portion, it is removed using a peeling device such as an air hammer so as to be lower than the thickness of the columnar member. And the separator 10 is planted in an appropriate position.

次いで、図2および図3に示すように、外壁1の内面1aに、不陸部分3を避け、合成樹脂発泡体から成る柱状部材11を上下方向に向けて、外壁1の内面1aに、従来公知の方法である接着剤等によって並設する。例えば、柱状部材11に、1液性変性シリコーン系接着剤(コニシ(株)製、ボンドKMP10)を、厚み2mm程度塗布して接着させることができる。柱状部材の設置方向には特に限定はないが、上下方向を柱状部材の長手方向に設置すると、柱状部材と板状部材とから画成されてなる空間を、外壁からの漏水の排水路として利用できることから好ましい。   Next, as shown in FIG. 2 and FIG. 3, the columnar member 11 made of a synthetic resin foam is directed vertically on the inner surface 1a of the outer wall 1 so as to avoid the uneven portion 3 on the inner surface 1a of the outer wall 1 They are arranged side by side by a known method such as an adhesive. For example, a one-component modified silicone adhesive (manufactured by Konishi Co., Ltd., Bond KMP10) can be applied and adhered to the columnar member 11 with a thickness of about 2 mm. The installation direction of the columnar member is not particularly limited, but if the vertical direction is installed in the longitudinal direction of the columnar member, the space defined by the columnar member and the plate-like member is used as a drainage channel for water leakage from the outer wall. It is preferable because it is possible.

次いで、図4および図5に示すように、上記柱状部材11に、同じく合成樹脂発泡体から成る板状部材12を接着剤、ピン等(図示した実施の形態においては、ピン13)によって当接させる。この場合、隣り合う板状部材12,12の端部を、柱状部材11上に位置させるのが好ましく、また、板状部材12,12の端部に嵌合部を設け、繋ぎ目間の隙間が開かないようにすることが好ましい。   Next, as shown in FIGS. 4 and 5, the plate-like member 12, which is also made of a synthetic resin foam, is brought into contact with the columnar member 11 with an adhesive, a pin or the like (in the illustrated embodiment, the pin 13). Let In this case, it is preferable that the end portions of the adjacent plate-like members 12 and 12 are positioned on the columnar member 11, and a fitting portion is provided at the end portion of the plate-like members 12 and 12, so that a gap between the joints is provided. It is preferable not to open.

上記柱状部材11および板状部材12を構成する合成樹脂発泡体としては、例えば、ポリスチレン系樹脂発泡体、ポリエチレン系樹脂発泡体、ポリウレタン系樹脂発泡体、ポリプロピレン系樹脂発泡体等であって、止水性と耐久性および断熱性に優れたものが好ましい。特に、押出発泡ポリスチレンが、その防水性、防湿性が高く、高強度であるため好ましい。   Examples of the synthetic resin foam constituting the columnar member 11 and the plate-like member 12 include polystyrene resin foam, polyethylene resin foam, polyurethane resin foam, polypropylene resin foam, and the like. The thing excellent in aqueous property, durability, and heat insulation is preferable. In particular, extruded polystyrene foam is preferred because of its high waterproofness and moisture resistance and high strength.

上記柱状部材11の横断面の形状は、正方形、矩形、台形が強度的に好ましく、厚さ寸法(外壁内面に対して垂直方向の寸法)は不陸部分を考慮して設計し、幅寸法(外壁内面と平行方向の寸法)は外型枠(板状部材12)を支えるのに必要な強度が得られるように設計する。即ち、柱状部材11厚さ寸法が小さいと、不陸部分の高さ寸法を柱状部分の厚さの寸法よりも低くするためのハツリ量が多くなってその作業が煩雑になる。一方、厚さ寸法が大きいと、嵩張って設置作業、管理等で不利になるばかりでなく、大きなデットスペースを形成することとなり、空間の利用率が低下する。また、柱状部材11の幅寸法が小さいと、強度上不利になり、大きくなると、嵩張って設置作業、管理等で不利になる。このようなことから、柱状部材11の寸法は、厚さ(柱状部材11の長手方向を上下方向に並設した場合の外壁内面に対して垂直方向の寸法)は5〜10cm、幅(柱状部材11の長手方向を上下方向に並設した場合の外壁内面と平行する横方向の寸法)は5〜10cmが好ましい。また、柱状部材11の長さ(柱状部材11の長手方向の寸法)は、設置作業性等の観点から、10〜200cmが好ましい。   The cross-sectional shape of the columnar member 11 is preferably a square, a rectangle, or a trapezoid in terms of strength, and the thickness dimension (dimension in the direction perpendicular to the inner surface of the outer wall) is designed in consideration of the uneven portion, and the width dimension ( The dimension in the direction parallel to the inner surface of the outer wall is designed so that the strength necessary to support the outer mold (plate member 12) is obtained. That is, if the thickness dimension of the columnar member 11 is small, the amount of chipping for making the height dimension of the uneven portion lower than the thickness dimension of the columnar portion increases, and the operation becomes complicated. On the other hand, if the thickness dimension is large, not only is it bulky and disadvantageous in installation work, management, etc., but also a large dead space is formed, and the space utilization rate decreases. Moreover, if the width dimension of the columnar member 11 is small, it will be disadvantageous in strength, and if it is large, it will be bulky and disadvantageous in installation work, management, and the like. Therefore, the dimensions of the columnar member 11 are 5 to 10 cm in thickness (dimension in the direction perpendicular to the inner surface of the outer wall when the longitudinal direction of the columnar member 11 is arranged in the vertical direction), and the width (columnar member). 11 is preferably 5 to 10 cm in the lateral dimension parallel to the inner surface of the outer wall when the longitudinal direction of 11 is arranged in the vertical direction. The length of the columnar member 11 (the dimension in the longitudinal direction of the columnar member 11) is preferably 10 to 200 cm from the viewpoint of installation workability and the like.

また、上記板状部材12の厚みは、内壁を形成する外型枠としての十分な強度が得られるように設計する。即ち、板状部材12の強度は、内壁を形成するコンクリートスラリーの押圧に対して十分に耐えられるものでなくてはならない。しかし、板状部材12の厚みが必要以上に厚いと、嵩張って設置作業、管理等で不利になるばかりでなく、大きなデットスペースを形成することとなり、空間の利用率が低下する。このようなことから、板状部材12の厚み(板状部材を当接した場合の外壁内面に対して垂直方向の寸法)は、20〜100mmが好ましい。また、板状部材12の長さ(板状部材を当接した場合の外壁内面に対して上下方向の寸法)・幅(板状部材を当接した場合の外壁内面と平行する横方向の寸法)寸法は、設置作業性等の観点から、長さ寸法は30〜200cm、幅寸法は30〜200cmが好ましい。   Further, the thickness of the plate-like member 12 is designed so that sufficient strength as an outer mold forming the inner wall can be obtained. That is, the strength of the plate-like member 12 must be able to sufficiently withstand the pressing of the concrete slurry that forms the inner wall. However, if the thickness of the plate-like member 12 is thicker than necessary, it becomes bulky and disadvantageous in installation work, management, etc., and a large dead space is formed, and the space utilization rate decreases. For this reason, the thickness of the plate member 12 (the dimension in the direction perpendicular to the inner surface of the outer wall when the plate member is abutted) is preferably 20 to 100 mm. Further, the length of the plate-like member 12 (the vertical dimension with respect to the inner surface of the outer wall when the plate-like member is abutted) and the width (the dimension of the lateral direction parallel to the inner surface of the outer wall when the plate-like member is abutted) ) From the viewpoint of installation workability and the like, the length is preferably 30 to 200 cm and the width is preferably 30 to 200 cm.

次いで、図6および図7に示すように、セパレータ10にPコン10aを取り付け、上記板状部材12と適宜な間隔(内壁の厚みに相当する間隔)をもって合板等の内型枠14を対向して配置させ、その内型枠14に横端太15を配置し、その横端太15をセパレータ10に取り付けたフォームタイナット10bによって取り付ける。なお、必要に応じて、板状部材12と内型枠14との間の空間部16に、鉄筋を予め配設しておく。   Next, as shown in FIGS. 6 and 7, a P-con 10 a is attached to the separator 10, and the inner mold 14 such as a plywood is opposed to the plate-like member 12 with an appropriate interval (an interval corresponding to the thickness of the inner wall). The lateral end thick 15 is disposed on the inner mold 14, and the lateral end thick 15 is attached by a foam tie nut 10 b attached to the separator 10. If necessary, reinforcing bars are disposed in advance in the space 16 between the plate-like member 12 and the inner mold 14.

次いで、板状部材12と内型枠14との間の空間部16に、コンクリートスラリーを打設する。そして、コンクリートスラリーが硬化したら、内型枠14を取除き、図8および図9に示すように、内壁17を構築する。   Next, concrete slurry is placed in the space 16 between the plate-like member 12 and the inner mold 14. Then, when the concrete slurry is cured, the inner mold 14 is removed, and the inner wall 17 is constructed as shown in FIGS.

このような構築方法によって形成された地下二重壁では、外壁1から浸透した地下水は、板状部材12と柱状部材11とによって画成される上下方向に延びる溝18から下方に排出され、底部に形成された図示しない排水口から外部へ排出される。   In the underground double wall formed by such a construction method, the groundwater infiltrated from the outer wall 1 is discharged downward from the vertically extending groove 18 defined by the plate-like member 12 and the columnar member 11, and the bottom portion. It is discharged to the outside from a drain outlet (not shown) formed in

また、この実施の形態の地下二重壁の構築方法では、柱状部材11と板状部材12とを別に形成している。したがって、不陸部分3の位置に関係なく柱状部材11の取り付け作業が行え、外型枠としての板状部材12を容易に外壁面と平行に且つ平面的に設置することができる。また、それぞれの柱状部材11と板状部材12とを異なる材料、例えば、柱状部材11を透水性を有する合成樹脂発泡体で形成し、板状部材12を不透水性の合成樹脂発泡体で形成するようにしてもよく、この場合には、柱状部材11を設置した部分における外壁1から地下水が浸透した場合等にも、底部に形成された排水口(図示しない)から外部へ漏水を排出させることができる。また、柱状部材11と板状部材12とを異なる見かけ密度の発泡体とすることにより、強度等を調整することもできる。   Moreover, in the construction method of the underground double wall of this embodiment, the columnar member 11 and the plate-like member 12 are formed separately. Therefore, the columnar member 11 can be attached regardless of the position of the non-land portion 3, and the plate-like member 12 as the outer mold can be easily installed in parallel with the outer wall surface in a plane. Further, the columnar member 11 and the plate-like member 12 are made of different materials, for example, the columnar member 11 is made of a water-permeable synthetic resin foam, and the plate-like member 12 is made of a water-impermeable synthetic resin foam. In this case, even when groundwater permeates from the outer wall 1 in the portion where the columnar member 11 is installed, the water leakage is discharged to the outside from a drain port (not shown) formed in the bottom. be able to. Further, by making the columnar member 11 and the plate-like member 12 foams having different apparent densities, the strength and the like can be adjusted.

なお、上記実施の形態の外型枠は、柱状部材11を縦端太とし、板状部材12を外型枠としてそれぞれ別に形成しているが、図10に示すように、柱状の凸部19aと板状部19bとが接着されているか、又は前記凸部が切削加工等により形成され、一体的に成形される等して、予め一体となっており、板状部とその片面に複数の凸部と溝部とを有する合成樹脂発泡成形体19を使用することにより、省スペース化を図ることができ、前記柱状部材と板状部材を外型枠としてそれぞれ別に設置する空間を有しない場合においても、外型枠を構築することができる。   In the outer mold frame of the above embodiment, the columnar member 11 is formed with a thick vertical end and the plate member 12 is formed separately with the outer mold frame. However, as shown in FIG. And the plate-like portion 19b are bonded together, or the convex portion is formed by cutting or the like, and is integrally formed in advance, and a plurality of pieces are formed on the plate-like portion and one surface thereof. By using the synthetic resin foam molded body 19 having a convex part and a groove part, it is possible to save space, and when the columnar member and the plate-like member are not provided with separate spaces as outer mold frames, respectively. Can also build the outer formwork.

さらに、上記発泡成形体の別の態様として、図11に示すように、凸部20aと溝部が格子状に形成された合成樹脂発泡成形体20を使用することもできる。図11のような溝部が格子状に形成された合成樹脂発泡成形体を使用すると、セパレータ等で上下方向の溝部が塞がれた場合、格子の横方向の溝部を排水路とすることが可能となる。   Furthermore, as another aspect of the foam molded article, as shown in FIG. 11, a synthetic resin foam molded article 20 in which convex portions 20a and grooves are formed in a lattice shape can be used. When the synthetic resin foam molded body in which the grooves as shown in FIG. 11 are formed in a lattice shape, when the vertical grooves are blocked by a separator or the like, the horizontal grooves in the lattice can be used as drainage channels. It becomes.

また、上記実施の形態では、柱状部材11と板状部材12からなる外型枠を外壁1の内面1a全体に形成している。しかし、上記板状部とその片面に複数の凸部と溝部を有する発泡成形体19或いは20からなる外型枠とを組み合せて外型枠を形成することもできる。この場合には、不陸部分が存在する壁面では、該不陸部分を避けて柱状部材11を並設し、その柱状部材11に板状部材12を当接させて外型枠を形成する。一方、不陸部分が存在しない平坦な壁面では、板状部とその片面に複数の凸部と溝部を有する発泡成形体19或いは20を使用して外型枠を形成することとしてもよく、この場合には、狭いスペースであっても、外型枠を容易に構築することができる。   Further, in the above embodiment, the outer frame formed of the columnar member 11 and the plate member 12 is formed on the entire inner surface 1 a of the outer wall 1. However, it is also possible to form an outer mold frame by combining the plate-shaped part and an outer mold frame made of the foam molded body 19 or 20 having a plurality of convex parts and groove parts on one surface thereof. In this case, on the wall surface where the uneven portion exists, the columnar member 11 is arranged in parallel avoiding the uneven portion, and the plate member 12 is brought into contact with the columnar member 11 to form the outer mold frame. On the other hand, on a flat wall surface where there is no uneven portion, an outer mold frame may be formed using a foamed molded body 19 or 20 having a plate-like portion and a plurality of convex portions and groove portions on one side thereof. In some cases, the outer mold can be easily constructed even in a narrow space.

なお、凸部19aと板状部19bとが予め一体となっている、板状部とその片面に複数の凸部と溝部を有する合成樹脂発泡成形体19の形状寸法は、上記実施の形態において示した柱状部材11と板状部材12とを別体としたものと同様の観点で設計すればよく、凸部19aの厚み(奥行き)寸法は1〜5cm、幅寸法は1〜10cmが好ましい。また、凸部19a,19a間の設置間隔である溝部の幅寸法は2〜10cmが好ましい。板状部19bの厚みは10〜50mmが好ましく、板状部19bの長さ寸法は30〜200cm、幅寸法は30〜200cmが好ましい。なお、合成樹脂発泡成形体20においても同様である。   In addition, the shape dimension of the synthetic resin foam molded body 19 in which the convex portion 19a and the plate-like portion 19b are integrated in advance and having a plate-like portion and a plurality of convex portions and groove portions on one surface thereof is as described in the above embodiment. What is necessary is just to design from the viewpoint similar to what showed the columnar member 11 and the plate-shaped member 12 which were shown separately, and the thickness (depth) dimension of the convex part 19a is 1-5 cm, and a width dimension is 1-10 cm. Moreover, the width dimension of the groove part which is the installation space | interval between the convex parts 19a and 19a has preferable 2-10cm. The thickness of the plate-like portion 19b is preferably 10 to 50 mm, the length of the plate-like portion 19b is preferably 30 to 200 cm, and the width is preferably 30 to 200 cm. The same applies to the synthetic resin foam molded body 20.

1 外壁(外周壁)
1a 内面
2,3 不陸部分
10 セパレータ
10a Pコン
10b フォームタイナット
11 柱状部材
12 板状部材
13 ピン
14 内型枠
15 横端太
16 空間部
17 内壁
18 溝
19 発泡成形体
19a 凸部
19b 板状部
20 発泡成形体
20a 凸部
20b 板状部
1 outer wall (outer wall)
DESCRIPTION OF SYMBOLS 1a Inner surface 2,3 Unlanding part 10 Separator 10a P-con 10b Foam tie nut 11 Columnar member 12 Plate-shaped member 13 Pin 14 Inner form frame 15 Thick side edge 16 Space part 17 Inner wall 18 Groove 19 Foam molding 19a Convex part 19b Plate -Shaped part 20 Foam molded body 20a Convex part 20b Plate-shaped part

Claims (3)

建築物の外壁の内面に、合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材に沿って内壁を構築することを特徴とする二重壁の構築方法。   A columnar member made of a synthetic resin foam is juxtaposed on the inner surface of the outer wall of the building, a plate member made of a synthetic resin foam is brought into contact with the columnar member, and an inner wall is constructed along the plate-like member. A construction method of a double wall characterized by the above. 建築物の外壁の内面に、該外壁の内面の不陸部分を避けて合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材を外型枠として、該外型枠と対向させて内型枠を配設し、前記外型枠と内型枠との間の空間部にコンクリートを打設して、内壁を構築することを特徴とする二重壁の構築方法。   A columnar member made of a synthetic resin foam is disposed in parallel on the inner surface of the outer wall of the building, avoiding the uneven portion of the inner surface of the outer wall, and a plate-like member made of a synthetic resin foam is brought into contact with the columnar member, Using the plate-like member as an outer mold frame, an inner mold frame is disposed so as to face the outer mold frame, concrete is placed in a space portion between the outer mold frame and the inner mold frame, and an inner wall is formed. A construction method of a double wall characterized by constructing. 建築物の外壁の内面に、該外壁の内面の不陸部分を避けて合成樹脂発泡体から成る柱状部材を並設し、該柱状部材に合成樹脂発泡体から成る板状部材を当接させ、該板状部材を外型枠として配設するとともに、前記外壁の内面の不陸部分が存在しない平坦面には、板状部とその片面に複数の凸部と溝部とを有する合成樹脂発泡成形体の前記凸部を外壁の内面に当接させ、前記発泡成形体の板状部を外型枠として配設し、前記外型枠と対向させて内型枠を配設し、前記外型枠と内型枠との間の空間部にコンクリートを打設して、内壁を構築することを特徴とする二重壁の構築方法。   A columnar member made of a synthetic resin foam is disposed in parallel on the inner surface of the outer wall of the building, avoiding the uneven portion of the inner surface of the outer wall, and a plate-like member made of a synthetic resin foam is brought into contact with the columnar member, Synthetic resin foam molding in which the plate-like member is disposed as an outer mold frame, and has a plate-like portion and a plurality of convex portions and groove portions on one side thereof on a flat surface where the uneven portion of the inner surface of the outer wall does not exist. The convex part of the body is brought into contact with the inner surface of the outer wall, the plate-like part of the foamed molded body is arranged as an outer mold frame, the inner mold frame is arranged facing the outer mold frame, and the outer mold A method for constructing a double wall, characterized in that concrete is placed in a space between a frame and an inner mold to construct an inner wall.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101790202B1 (en) * 2015-12-09 2017-10-26 금강공업 주식회사 Concrete mold structure for a wall

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0411042Y2 (en) * 1987-08-12 1992-03-18
JPH0493434A (en) * 1990-08-08 1992-03-26 Uchiyama Shoji Kk Moisture condensation prevention insulation member for wall surface and construction method using the member
JPH1143963A (en) * 1997-07-28 1999-02-16 Chichibu Onoda Cement Corp Construction method for underground double wall, and underground double wall structure

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0411042Y2 (en) * 1987-08-12 1992-03-18
JPH0493434A (en) * 1990-08-08 1992-03-26 Uchiyama Shoji Kk Moisture condensation prevention insulation member for wall surface and construction method using the member
JPH1143963A (en) * 1997-07-28 1999-02-16 Chichibu Onoda Cement Corp Construction method for underground double wall, and underground double wall structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101790202B1 (en) * 2015-12-09 2017-10-26 금강공업 주식회사 Concrete mold structure for a wall

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