Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP4831781B2 - Construction method for interior and exterior base material combined formwork insulation panels and concrete structures - Google Patents
[go: Go Back, main page]

JP4831781B2 - Construction method for interior and exterior base material combined formwork insulation panels and concrete structures - Google Patents

Construction method for interior and exterior base material combined formwork insulation panels and concrete structures Download PDF

Info

Publication number
JP4831781B2
JP4831781B2 JP2008158764A JP2008158764A JP4831781B2 JP 4831781 B2 JP4831781 B2 JP 4831781B2 JP 2008158764 A JP2008158764 A JP 2008158764A JP 2008158764 A JP2008158764 A JP 2008158764A JP 4831781 B2 JP4831781 B2 JP 4831781B2
Authority
JP
Japan
Prior art keywords
interior
exterior
heat insulating
base member
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.)
Expired - Fee Related
Application number
JP2008158764A
Other languages
Japanese (ja)
Other versions
JP2009036013A (en
JP2009036013A5 (en
Inventor
賢吉 佐藤
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2008158764A priority Critical patent/JP4831781B2/en
Publication of JP2009036013A publication Critical patent/JP2009036013A/en
Publication of JP2009036013A5 publication Critical patent/JP2009036013A5/ja
Application granted granted Critical
Publication of JP4831781B2 publication Critical patent/JP4831781B2/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Description

本発明は建築工事におけるコンクリート型枠工法に用いられる型枠パネルとして用いられる断熱材パネル及びこれを用いた型枠工法に関する。   The present invention relates to a heat insulating material panel used as a formwork panel used in a concrete formwork method in construction work and a formwork method using the same.

従来のコンクリート型枠を用いた工法において、型枠パネルと断熱材パネルを兼用して用いることが行われている。具体的には、下記特許文献1に示されているように、型枠パネル兼用の合成樹脂発泡体からなる、内外装下地部材が製造段階で組み込まれている型枠断熱パネルを型枠として組み立ててコンクリートを打設する。そして、コンクリート硬化後に、パネルを撤去することなく、予め組み込まれている内外装下地部材に内外装材類を取り付ける。この方法によれば、型枠パネルの撤去作業および断熱材の新たな取り付け作業が不要になり、作業性が高い。
特開平5−171723号
In a construction method using a conventional concrete formwork, a formwork panel and a heat insulating material panel are used in combination. Specifically, as shown in Patent Document 1 below, a mold heat insulation panel made of a synthetic resin foam that also serves as a mold panel and incorporating an inner and outer base member at the manufacturing stage is assembled as a mold. Put concrete. Then, after the concrete is hardened, the interior / exterior materials are attached to the interior / exterior base member incorporated in advance without removing the panel. According to this method, the work for removing the formwork panel and the new work for attaching the heat insulating material become unnecessary, and the workability is high.
JP-A-5-171723

しかしながら、この工法における内外装下地を兼用する型枠断熱パネルは、内外装下地部材を製造段階で断熱パネルに一体に組み込む必要があるため製造コストが上がり、また、これにより型枠断熱パネルの重量が大きくなるので作業労力や運搬時の負担も大きくなる。また、上記特許文献1に記載の発明は、底面両側縁に係合部を設けた内外装下地部材を、断熱パネルの前記係合部に係合する切れ込みを入れた縦溝に挿入する構造を有しているので、内外装下地部材とパネルとを分離して現場に運び、現場で組み立てることも可能であるが、内外装下地部材をパネルに設けられたの縦溝の上方もしくは下方からスライドさせながら挿入する必要があり、現場で組み立てると作業に労力と時間がかかってしまうという問題がある。
本発明は、このような問題に鑑みて、内外装下地部材を一体に形成した型枠を兼ねる断熱パネルにおいて、内外装下地を現場で簡易に組み立てることができるようにすることを課題とする。
However, the mold insulation panel that also serves as the interior / exterior base in this construction method increases the manufacturing cost because the interior / exterior foundation member must be integrated into the insulation panel at the manufacturing stage, and the weight of the form insulation panel is thereby increased. Therefore, the work labor and the burden at the time of transportation also increase. Further, the invention described in Patent Document 1 has a structure in which an interior / exterior base member provided with engaging portions on both side edges of the bottom surface is inserted into a longitudinal groove having a notch that engages with the engaging portion of the heat insulating panel. It is possible to detach the inner / outer base member and the panel to the site and assemble them on site, but slide the inner / outer base member from above or below the vertical groove provided on the panel. There is a problem that it takes labor and time to assemble it on site.
In view of such a problem, an object of the present invention is to make it possible to easily assemble an interior / exterior substrate in the field in a heat insulating panel also serving as a formwork integrally formed with an interior / exterior substrate member.

上記課題を解決するために、本発明は次のような構成を有する。
請求項1に記載の発明は、せき板を兼ねる断熱板と、前記断熱板のせき板面とは反対となる表面に設けられる、断熱板の上下方向に延びる内外装下地部材とからなる内外装下地兼用型枠断熱パネルであって、前記内外装下地部材は、断熱板側に突出する上下方向に延びる凸条を有するとともに、前記断熱板の表面側の面には、当該凸条に係合し、これを固定する縦溝部が形成されることで、前記内外装下地部材は前記断熱板に着脱可能に形成される内外装下地兼用型枠断熱パネルである。
In order to solve the above problems, the present invention has the following configuration.
The invention according to claim 1 is an interior / exterior comprising a heat insulating plate that also serves as a dam plate and an inner / exterior base member that is provided on a surface opposite to the dam plate surface of the heat insulating plate and extends in the vertical direction of the heat insulating plate. The heat-insulating panel also serves as a base, wherein the inner and outer base members have protrusions extending in the vertical direction protruding toward the heat insulating plate, and the surface of the heat insulating plate is engaged with the protrusions. The inner and outer base member is a form-insulated base / heat insulating panel that is detachably formed on the heat insulating plate by forming a longitudinal groove portion for fixing the groove.

請求項2に記載の発明は、前記内外装下地兼用型枠断熱パネルにおいて、前記内外装下地部材の少なくとも1の凸条には、表面側からせき板面側に向って形成される所定の大きさの有底の空間である空洞部と、前記空洞部の底から断熱板に至る貫通孔である凸条セパレーター孔が形成され、前記断熱板のこの空洞部が設けられた凸条に係合する縦溝部には、前記凸条セパレーター孔に連通し、せき板面に至る貫通孔である断熱板セパレーター孔が形成されるものである。なお、空洞部は凸条の表面側に通常は、溝として形成されるが、溝は一連なりである必要はない。また、凸条が端部に形成されるときには、空洞部は底面と一方側の側面のみにより形成される場合が含まれる。
請求項3に記載の発明は、請求項2に記載の内外装下地兼用型枠断熱パネルにおいて、内外装下地部材の両端部のそれぞれに前記空洞部が設けられる凸条が存するとともに、この空洞部は当該凸条の長手方向に沿った空洞部の底板を構成する長尺の板体上面に形成されるものであって、2の前記内外装下地部材を隣接させると、互いの隣接する凸条の前記底板を構成する板体同士が互い違いに重なり得るように段違いの位置に前記板体が設けられ、さらに、前記板体同士が重なった状態において、前記凸条セパレーター孔同士が連通するように形成されるものである。
請求項4に記載の発明は、請求項2又は3に記載の内外装下地兼用型枠断熱パネルにおいて、前記空洞部は所定のフォーム固定具基端部が収まる大きさの空間を有するものである。
According to a second aspect of the present invention, in the interior / exterior base / form heat insulating panel, the at least one protrusion of the inner / exterior base member has a predetermined size formed from the surface side toward the board surface side. A hollow portion that is a space with a bottom and a convex separator hole that is a through hole extending from the bottom of the hollow portion to the heat insulating plate is formed, and is engaged with the convex portion provided with the hollow portion of the heat insulating plate. The vertical groove portion is formed with a heat insulating plate separator hole that is a through hole that communicates with the ridge separator hole and reaches the dam plate surface. In addition, although a cavity part is normally formed as a groove | channel on the surface side of a protruding item | line, the groove | channel does not need to be a series. Moreover, when a protruding item | line is formed in an edge part, the case where a cavity part is formed only by a bottom face and one side surface is included.
According to a third aspect of the present invention, in the interior / exterior base / form heat-insulating panel according to the second aspect, there is a convex strip provided with the hollow portion at each of both end portions of the inner / external base member, and the hollow portion Is formed on the upper surface of the long plate constituting the bottom plate of the hollow portion along the longitudinal direction of the ridge, and when the two inner and outer base members are adjacent to each other, the adjacent ridges are mutually adjacent The plate members are provided at different positions so that the plate members constituting the bottom plate can be staggered, and further, in the state where the plate members are overlapped, the protruding strip separator holes are communicated with each other. Is formed.
According to a fourth aspect of the present invention, in the interior / exterior base / form heat insulation panel according to the second or third aspect, the hollow portion has a space in which a predetermined end portion of the foam fixture is accommodated. .

請求項5に記載の発明は、前記内外装下地兼用型枠断熱パネルにおいて、2以上の凸条が横方向に並んで設けられるとともに、各凸条を連結する部分が板状に形成され、前記内外装下地部材の少なくとも前記凸条を連結する部分は、可撓性のある材料により形成されるものである。
請求項6に記載の発明は、前記内外装下地兼用型枠断熱パネルにおいて、前記断熱板のせき板面及び/又は表面には一以上の上下方向に延びる溝が形成されるものである。
請求項7に記載の発明は、長尺の板体又は棒体からなる補強部材を有し、この補強部材は、当該補強部材が嵌り、これを固定する縦孔に抜き差し可能に固定されるものである。
The invention according to claim 5 is characterized in that, in the interior / exterior base combined formwork heat insulating panel, two or more ridges are provided side by side, and a portion connecting the ridges is formed in a plate shape, At least a portion of the inner / outer base member that connects the ridges is formed of a flexible material.
According to a sixth aspect of the present invention, in the interior / exterior base / form heat insulating panel, at least one groove extending in the vertical direction is formed on the surface and / or the surface of the heat insulating plate.
The invention according to claim 7 has a reinforcing member made of a long plate or rod, and the reinforcing member is fixed to the vertical hole in which the reinforcing member fits and can be inserted and removed. It is.

請求項8に記載の発明は、請求項1から7のいずれか1項に記載の内外装下地兼用型枠断熱パネルの断熱パネルと内外装下地部材とを分離してコンクリート打設現場に搬入する搬入工程と、搬入した断熱パネルと内外装下地部材とから内外装下地兼用型枠断熱パネルを組み立てる内外装下地兼用型枠断熱パネル組立工程と、組み立てられた内外装下地兼用型枠断熱パネルをコンクリート打設面に固定して型枠を形成する型枠形成工程と、形成された型枠にコンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、コンクリート打設工程の後に、前記内外装下地兼用型枠断熱パネルの前記内外装下地部材に内外装部材を取り付ける内外装仕上げ工程とを有するコンクリート構造物の建設工法である。
請求項9に記載の発明は、請求項1から7のいずれか1項に記載の内外装下地兼用型枠断熱パネルの断熱パネルと内外装下地部材とを分離してコンクリート打設現場に搬入する搬入工程と、前記断熱パネルをコンクリート打設面に固定して型枠を形成する型枠形成工程と、形成された断熱板に対して前記内外装下地部材を固定して内外装下地兼用型枠断熱パネルを組み立てる内外装下地兼型枠パネル組立工程と、形成された型枠にコンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、コンクリート打設工程の後に、前記内外装下地兼用型枠断熱パネルの前記内外装下地部材に内外装部材を取り付ける内外装仕上げ工程とを有するコンクリート構造物の建設工法である。
請求項10に記載の発明は、前記コンクリート構造物の建築工法において、前記内外装仕上げ工程を、前記内外装下地部材を取り外し、他の内外装下地部材を固定した後に、この他の内外装下地部材に内外装部材を取り付ける工程に代えたものである。
The invention described in claim 8 separates the heat insulation panel and the interior / exterior foundation member of the interior / exterior foundation combined form heat insulation panel described in any one of claims 1 to 7 and carries them into a concrete placing site. The import process, the interior / exterior base / form thermal insulation panel assembly process for assembling the interior / exterior base / form thermal insulation panel from the imported thermal insulation panel and the interior / exterior base material, and the assembled interior / exterior base / form thermal insulation panel as concrete After the mold forming process for forming the mold by fixing to the casting surface, the concrete casting process for forming the concrete frame by casting concrete on the formed mold, and after the concrete casting process, It is a construction method of a concrete structure having an interior / exterior finishing step of attaching an interior / exterior member to the interior / exterior substrate member of the exterior base / form heat insulating panel.
The invention described in claim 9 separates the heat insulation panel and the interior / exterior foundation member of the interior / exterior foundation combined form heat insulation panel described in any one of claims 1 to 7 and carries them into a concrete placement site. A carrying-in process, a mold forming process in which the heat insulating panel is fixed to a concrete casting surface to form a mold, and the inner / exterior base member is fixed to the formed heat insulating plate to combine the inner / outer base mold The interior / exterior base / formwork panel assembly process for assembling the heat insulation panel, the concrete placing process for placing concrete on the formed formwork to form a concrete frame, and the concrete exterior base combination after the concrete placing process It is a construction method of a concrete structure having an interior / exterior finishing step of attaching an interior / exterior member to the interior / exterior base member of the form heat insulating panel.
The invention according to claim 10 is the construction method of the concrete structure, wherein the interior / exterior finishing step is performed by removing the interior / exterior foundation member and fixing another interior / exterior foundation member, It replaces with the process of attaching an interior / exterior member to a member.

請求項1に記載の発明は、断熱板に対して、内外装下地部材が表面側から着脱可能に形成されるので、コンクリート打設現場には、断熱板と内外装下地部材を分離した状態で搬入し、現場で、断熱板の表面側から内外装下地部材を固定すること内外装下地兼用型枠断熱パネルを構成することができる。即ち、型枠の運搬コストや工場での組み立てコストがかからず、また、現場での組み立て作業も比較的容易に行うことができる。また、内外装下地部材の凸条と、断熱板の縦溝部とにより両者を着脱可能に形成することにより、凸条が縦方向の補強部材としての効果を奏する。
請求項2に記載の発明は、セパレーターの端部を利用して内外装下地部材と断熱パネルとをしっかりと固定することができ、また、空洞部によりセパレーターの端部を切断することなく、空洞内に納めたままにすることができる。さらに、空洞部は、内外装を固定する際に配線等を通すことに利用することができる。
In the invention according to claim 1, since the inner and outer base members are detachably formed from the surface side with respect to the heat insulating plate, in the concrete placing site, the heat insulating plate and the inner and outer base members are separated. By carrying in and fixing the inner / outer base material from the surface side of the heat insulating plate at the site, the inner / outer base combined form heat insulating panel can be configured. That is, there is no cost for transporting the formwork or assembly at the factory, and assembly work at the site can be performed relatively easily. Further, by forming the ridges of the inner and outer base members and the longitudinal groove portions of the heat insulating plate so as to be detachable, the ridges have an effect as a longitudinal reinforcing member.
According to the second aspect of the present invention, the inner and outer base members and the heat insulating panel can be firmly fixed using the end portion of the separator, and the cavity portion is cut without cutting the end portion of the separator. Can be kept inside. Furthermore, the hollow portion can be used to pass wiring or the like when fixing the inner and outer surfaces.

請求項3に記載の発明は、隣接する内外装下地兼用型枠断熱パネル同士を端部に設けられる内外装下地部材の凸条を利用して連結することができる。
請求項4に記載に記載の発明は、所定のフォーム固定具基端部が収まる大きさを有するので、セパレーターの端部にフォーム固定具を固定し、横端太材等を固定することができる。
請求項5に記載に記載の発明は、内外装下地部材が2列以上の凸条とこれらを連結する板状部分とを有するので、強度が増すととともに、内外装下地として広い面積を利用することができる。また、凸条同士を連結する部分を可撓性のある材料により形成することで、断熱板ごと横方向に曲げることができ、曲面の型枠を構成することが可能となる。
請求項6に記載の発明は、断熱板のせき板面もしくは表面に1以上の上下方向に延びる溝を形成することで、断熱板を曲げる際に溝部分により断熱板を曲げやすくなる。また、せき板面側の溝は、コンクリートを打設した際に溝内にコンクリートが入るので、内外装下地兼用型枠断熱パネルをしっかりとコンクリート躯体に固定できるという効果も奏する。
請求項7に記載の発明は、補強部材を有することで、内外装下地兼用型枠断熱パネルの強度をより高くすることができる。
The invention according to claim 3 can connect adjacent interior / exterior base / form heat-insulating panels to each other using the ridges of the internal / exterior base member provided at the end.
The invention described in claim 4 has a size that allows the predetermined base end portion of the foam fixing device to be accommodated, so that the foam fixing device can be fixed to the end portion of the separator, and the wide end thick material can be fixed. .
In the invention described in claim 5, since the interior / exterior base member has two or more rows of protrusions and a plate-like portion connecting them, the strength is increased and a large area is used as the interior / exterior base. be able to. Further, by forming the portion connecting the ridges with a flexible material, the entire heat insulating plate can be bent in the lateral direction, and a curved formwork can be configured.
According to the sixth aspect of the present invention, when the heat insulating plate is bent, the heat insulating plate can be easily bent by the groove portion by forming one or more vertically extending grooves on the surface or surface of the heat insulating plate. Moreover, since the concrete enters the groove when the concrete is placed, the groove on the side of the siding plate surface also has an effect that the interior / exterior substrate combined formwork heat insulation panel can be firmly fixed to the concrete frame.
According to the seventh aspect of the present invention, the strength of the interior / exterior base / form heat insulating panel can be further increased by including the reinforcing member.

請求項8に記載の発明は、コンクリート打設現場で、断熱パネルと内外装下地部材とを組み立てるので、当初から一体として搬送する場合に比較して、軽い重量物を運搬する労力が軽減でき、また、内外装下地部材は断熱パネルの表面側から固定できるので、作業性もよい。
請求項9に記載の発明は、断熱パネルで型枠を組んでから、内外装下地部材を固定するので、一体にした後に型枠を組む場合よりも、型枠を形成する労力を低減することができる。
請求項10に記載の発明は、本願発明に係る内外装下地部材以外の内外装下地部材を、型枠の一部で使用する必要が生じたときに、内外装下地部材は着脱可能に形成されているので、これを交換して使用することで、柔軟な内外装仕上げ作業を行うことができる。
Since the invention according to claim 8 assembles the heat insulation panel and the interior / exterior base member at the concrete placement site, the labor for transporting a light heavy object can be reduced as compared with the case of transporting as a unit from the beginning, Moreover, since the interior / exterior base member can be fixed from the surface side of the heat insulating panel, workability is also good.
According to the ninth aspect of the present invention, since the inner and outer base members are fixed after assembling the mold with the heat insulating panel, the labor for forming the mold is reduced as compared with the case where the mold is assembled after being integrated. Can do.
In the invention according to claim 10 , when it is necessary to use the interior / exterior substrate member other than the interior / exterior substrate member according to the present invention in a part of the formwork, the interior / exterior substrate member is formed to be detachable. Therefore, it is possible to perform a flexible interior / exterior finishing work by exchanging it.

以下、本発明の実施の形態について、図面を参照しながら説明する。
(実施形態1)
図1に実施形態1に係る内外装下地部材兼用型枠断熱パネルXの上方部分の斜視図を示し、図2(a)に、内外装下地兼用型枠断熱パネルXの後述するセパレーター孔部分で切った横断面図を示す。内外装下地部材兼用型枠断熱パネルXは、断熱板10と内外装下地部材20とから構成される。断熱板10と、内外装下地部材20とは互いに着脱が可能である。図2(b)に断熱板10の横断面図を示し、図2(c)に内外装下地部材20の横断面図を示す。
断熱板10は発泡プラスチック製の板状体であり、一方の面がせき板面を構成し、他方の面が表面を構成する。表面には上下方向に延びる溝である縦溝11a、11b、11c、11dが設けられる。縦溝11aは断熱板10のほぼ中央に設けられ、断面形状が底側の辺が短い等脚台形状に形成される。縦溝11aは他の縦溝よりやや幅広に形成され、底の中央にはセパレーターを通す穴である、断熱板セパレーター孔12が一定間隔で設けられている。縦溝11c、11dは断熱板10の両端部に設けられ、端部側が開放されることで断面形状が略L字状に形成される。このうちの一方の縦溝11cは、縦溝11dよりも底面がやや長く形成され、長く形成された部分に、溝の長手方向に沿って、セパレーターを通す穴である、断熱板セパレーター孔12が一定間隔で設けられている。縦溝11bは、縦溝11aと縦溝11cとの間、及び縦溝11aと縦溝11dとの間に設けられる、断面形状が底側の辺が短い等脚台形状に形成される溝である。さらに、断熱板11aのせき板面側には、前記断熱板セパレーター孔12の配列方向に沿って、断面V字状の上下に延びる溝13が形成されている。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
(Embodiment 1)
FIG. 1 shows a perspective view of an upper portion of the inner and outer base member / form thermal insulation panel X according to Embodiment 1, and FIG. 2 (a) shows a separator hole portion to be described later of the inner / exterior base / form thermal insulation panel X. A cut-away cross-sectional view is shown. The interior / exterior base member combined formwork heat insulation panel X includes a heat insulating plate 10 and an internal / exterior base member 20. The heat insulating plate 10 and the interior / exterior base member 20 can be attached to and detached from each other. FIG. 2B shows a cross-sectional view of the heat insulating plate 10, and FIG. 2C shows a cross-sectional view of the interior / exterior base member 20.
The heat insulating plate 10 is a plate-like body made of foamed plastic, and one surface forms a dam plate surface and the other surface forms a surface. Longitudinal grooves 11a, 11b, 11c, and 11d, which are grooves extending in the vertical direction, are provided on the surface. The longitudinal groove 11a is provided at substantially the center of the heat insulating plate 10, and is formed in an isosceles trapezoidal shape with a short cross-sectional side on the bottom side. The vertical groove 11a is formed to be slightly wider than the other vertical grooves, and heat insulating plate separator holes 12, which are holes through which the separator passes, are provided at regular intervals in the center of the bottom. The longitudinal grooves 11c and 11d are provided at both end portions of the heat insulating plate 10, and the cross-sectional shape is formed in a substantially L shape by opening the end portion side. One of the vertical grooves 11c has a bottom surface that is slightly longer than the vertical groove 11d, and a heat insulating plate separator hole 12 that is a hole through which the separator passes along the longitudinal direction of the groove. It is provided at regular intervals. The vertical groove 11b is a groove formed between the vertical groove 11a and the vertical groove 11c, and between the vertical groove 11a and the vertical groove 11d, and is formed in an isosceles trapezoidal shape with a short sectional side. is there. Furthermore, a groove 13 extending in the vertical direction having a V-shaped cross section is formed along the arrangement direction of the heat insulating plate separator holes 12 on the side of the dam plate surface of the heat insulating plate 11a.

内外装下地部材20は、可撓性のある合成樹脂により形成される略板状体であり、断熱板10側に、断熱板10の縦溝11a、11b、11c、11dに係合する凸条21a、21b、21c、21dが形成され、これらを板状部分22が連結する構造を有している。凸条21aは、縦溝11aに係合するものであり、表面側に開口した上下方向に延びる空洞部24が中央に形成されている。空洞部24は、所定のフォーム固定具の基端部が挿入できる幅を有している。また、空洞部24の底面における、内外装下地部材20と断熱板10とが係合した状態で前記断熱板セパレーター孔12に連通する位置には、セパレーターを通す貫通孔である凸条セパレーター孔24が設けられている。なお、空洞部24の両側には、表面側が封止された空洞部が形成されている。凸条21bは、縦溝11bに係合するように2筋設けられ、表面側が封止された空洞部が設けられている。
凸条21c、21dは、それぞれ、縦溝11c、11dに係合するものであり、表面側および端部側が開口した空洞部25c、25dが形成されている。即ち、空洞部25c、25dは端部に形成されるので端部側を封止する壁面は存在しない。空洞部25c、25dの幅は、前記空洞部24とほぼ同じ幅に形成される。凸条21cの空洞部25cの底板21caと、凸条21dの空洞部25dの底板21daは、他の内外装下地部材兼用型枠断熱パネルXを隣接して並べた際に、互いに重なり連結できるように形成されている。図3に、2枚の内外装下地部材兼用型枠断熱パネルX(1)、X(2)を隣接して接合した状態における、空洞部25cの底板21caと、空洞部25dの底板21daとが重なった状態を表す拡大横断面図を示す。図に示すように底板21caと底板21daとは段違いの位置に重なるように、底板21daの位置が表面側にずれた位置に形成されている。そして、図に示すように、重なった状態において、底板21daと底板21caの断熱板10に形成される断熱板セパレーター孔12に連通する位置には、それぞれ、セパレーターSが通る貫通孔である凸条セパレーター孔23、23が設けられている。このような構造により、互いに隣接する内外装下地部材兼用型枠断熱パネルX(1)、X(2)を底板21caと底板21daとを重ねて接合し、断熱板セパレーター孔12および凸条セパレーター孔23、23にセパレーターSの端部を通してフォーム固定具FやナットなどをセパレーターSの端部から係合させることで、隣接する内外装下地部材兼用型枠断熱パネルX(1)、X(2)同士を連結固定することができる。なお、空洞部25c、25dの内側にも、表面側が封止された空洞部が形成されている。
The interior / exterior base member 20 is a substantially plate-like body formed of a flexible synthetic resin, and is projected on the heat insulation plate 10 side to engage with the longitudinal grooves 11a, 11b, 11c, and 11d of the heat insulation plate 10. 21a, 21b, 21c, and 21d are formed, and these have a structure in which the plate-like portion 22 is connected. The ridges 21a are engaged with the longitudinal grooves 11a, and a hollow portion 24 that opens in the front surface and extends in the vertical direction is formed at the center. The cavity 24 has a width that allows the proximal end of a predetermined foam fixture to be inserted. Further, on the bottom surface of the cavity portion 24, at the position where the inner / outer base member 20 and the heat insulating plate 10 are engaged with each other, the protrusion separator hole 24, which is a through hole through which the separator passes, is provided at a position communicating with the heat insulating plate separator hole 12. Is provided. In addition, on both sides of the cavity portion 24, a cavity portion whose surface side is sealed is formed. The projecting ridges 21b are provided with two streaks so as to engage with the longitudinal grooves 11b, and are provided with a hollow portion whose surface is sealed.
The ridges 21c and 21d are engaged with the longitudinal grooves 11c and 11d, respectively, and are formed with hollow portions 25c and 25d opened on the surface side and the end side. That is, since the hollow portions 25c and 25d are formed at the end portions, there is no wall surface that seals the end portions. The widths of the hollow portions 25c and 25d are formed to be substantially the same width as the hollow portion 24. The bottom plate 21ca of the cavity portion 25c of the ridge 21c and the bottom plate 21da of the cavity portion 25d of the ridge 21d can be overlapped and connected to each other when the other interior / exterior base member combined formwork heat insulation panels X are arranged adjacent to each other. Is formed. In FIG. 3, the bottom plate 21ca of the cavity portion 25c and the bottom plate 21da of the cavity portion 25d in a state where the two interior / exterior base member combined formwork heat insulation panels X (1) and X (2) are adjacently joined are shown. The expanded cross-sectional view showing the state which overlapped is shown. As shown in the figure, the bottom plate 21da and the bottom plate 21da are formed at positions where the position of the bottom plate 21da is shifted to the front surface side so as to overlap with the different positions. And in the state which overlapped, as shown in the figure, in the position which communicates with the heat insulation board separator hole 12 formed in the heat insulation board 10 of the baseplate 21da and the baseplate 21ca, the protrusion which is a through-hole through which the separator S passes, respectively. Separator holes 23 and 23 are provided. With such a structure, the inner and outer base member combined formwork heat insulation panels X (1) and X (2) adjacent to each other are joined by overlapping the bottom plate 21ca and the bottom plate 21da, and the heat insulation plate separator holes 12 and the convex separator holes. By engaging the foam fixtures F, nuts, etc. from the end portion of the separator S through the end portions of the separator S to 23 and 23, adjacent formwork heat insulating panels X (1) and X (2) which are also used as the inner and outer base members They can be connected and fixed together. In addition, the cavity part by which the surface side was sealed is also formed inside cavity part 25c, 25d.

次に、以上のような構成を有する内外装下地部材兼用型枠断熱パネルXを用いたコンクリート構造物の建設工法について説明する。まず、最初に建築現場に、断熱板10と、内外装下地部材20とを分解した状態で搬入する。これは、当初から一体にすると重量が重くなり扱いにくくなるからである。次に、搬入された断熱板10と内外装下地部材20とを組み立てて、図1、図2(a)に示すような内外装下地部材兼用型枠断熱パネルXを得る。この際、断熱板10の表面側から内外装下地部材20を嵌めることができるので、作業性がよい。この状態で、図4の横断面図に示すように、内外装下地部材兼用型枠断熱パネルXを用いて型枠を組み、セパレーターSを重なった断熱板セパレーター孔12、凸条セパレーター孔23から通し、セパレーターSの端部にフォーム固定具Fを固定することで、断熱板10と内外装下地部材20とをしっかりと固定する。また、このフォーム固定具Fを用いて横端太材H等の支保工を取付補強する。なお、内外装下地部材20の凸条が縦方向に形成されているので、これが縦端太材の代わりに縦方向を補強するので、縦端太材は省略することができる。型枠が完成したらコンクリートを打設し、養生硬化させる。この際、溝13内にコンクリートが入り込むことで、断熱板10のコンクリートへの固定を強くすることができる。コンクリート躯体が十分に硬化したら、支保工を分解し、フォーム固定具Fを取り外したセパレーターSの端部に、図5(a)の横断面図に示すように、ナットNを係合させて、ナットNにより内外装下地部材20を断熱板10に固定する。その後、内外装下地部材20に内外装材NSを固定し作業が完了する。なお、内外装下地部材20ではない内外装下地部材を利用したい部分がある場合は、内外装下地部材20を断熱板10から取り外し、図5(b)に示すように別の内外装下地部材Bを縦溝21a等に、セパレーターSを利用して固定して利用することも可能である。
なお、上記実施形態では、型枠を立て込む前に、内外装下地部材兼用型枠断熱パネルXを組み立てたが、まず、断熱板10を型枠を立て込む位置に立ててから内外装下地部材20をこれに係合させて固定するようにしてもよい。
Next, a construction method of a concrete structure using the interior / exterior base member combined formwork heat insulation panel X having the above-described configuration will be described. First, the heat insulation board 10 and the interior / exterior base member 20 are carried into the building site in a disassembled state. This is because if it is integrated from the beginning, the weight increases and it becomes difficult to handle. Next, the carried heat insulating plate 10 and the interior / exterior base member 20 are assembled to obtain the interior / exterior base member combined form heat insulation panel X as shown in FIGS. 1 and 2A. At this time, since the inner / outer base member 20 can be fitted from the front surface side of the heat insulating plate 10, workability is good. In this state, as shown in the cross-sectional view of FIG. 4, the formwork is assembled using the interior / exterior base member combined formwork heat insulation panel X, and the separator S is overlapped with the heat insulation plate separator hole 12 and the ridge separator hole 23. The heat insulating plate 10 and the interior / exterior base member 20 are securely fixed by fixing the foam fixture F to the end of the separator S. Further, a support work such as a thick material H at the lateral end is attached and reinforced by using this foam fixing tool F. In addition, since the protruding item | line of the interior / exterior base member 20 is formed in the vertical direction, this reinforces the vertical direction instead of the vertical end thick material, so that the vertical end thick material can be omitted. When the formwork is completed, concrete is cast and cured. At this time, since the concrete enters the groove 13, the heat insulating plate 10 can be strongly fixed to the concrete. When the concrete frame is sufficiently cured, disassemble the support and engage the nut N with the end of the separator S from which the foam fixture F has been removed, as shown in the cross-sectional view of FIG. The inner and outer base members 20 are fixed to the heat insulating plate 10 with nuts N. Thereafter, the inner and outer base material NS is fixed to the inner and outer base member 20, and the operation is completed. If there is a part where an inner / outer base member other than the inner / outer base member 20 is desired, the inner / outer base member 20 is removed from the heat insulating plate 10 and another inner / outer base member B as shown in FIG. Can be fixed to the longitudinal groove 21a using the separator S.
In the above-described embodiment, the interior / exterior base member combined formwork heat insulating panel X is assembled before the formwork is stowed. First, after the heat insulating plate 10 is stood at the position where the formwork is stood, the interior / exterior base member is assembled. You may make it fix by engaging 20 with this.

(実施形態2)
図6(a)に実施形態2に係る内外装下地部材兼用型枠断熱パネルYのセパレーター孔位置における横断面図を示し、図6(b)に内外装下地部材兼用型枠断熱パネルYの断熱板30の横断面図を示し、図6(c)に内外装下地部材兼用型枠断熱パネルYの内外装下地部材40の横断面図を示す。
内外装下地部材兼用型枠断熱パネルYの構成は、実施形態1に係る内外装下地部材兼用型枠断熱パネルXとほぼ同様である。断熱板30には、縦溝31a、31b、31c、31dが形成されるとともに、断熱板セパレーター孔32が形成される。実施形態1に係る断熱板10との相違点は、V字状の溝が多数形成されている点である。即ち、断熱板30にはせき板面側に6つの上下方向に延びる断面V字状の溝33が形成されているとともに、表面側にも4つの上下方向に延びる断面V字状の溝34が形成されている。断熱板30は発泡プラスチックにより形成されるので、湾曲させることができるが、これらの溝33、34が変形することでより湾曲しやすい。
内外装下地部材40も実施形態1に係る内外装下地部材20とほぼ同様であり、凸条41a、41b、41c、41bを有すると共に、空洞部44、45c、45d、凸条セパレーター孔43を有する。相違点は、凸条41bに形成される空洞部の表面側が封止されず、上下に延びるスリット状の隙間45が形成されている点である。内外装下地部材40は可撓性のある合成樹脂により形成されることで、湾曲させることができるが、隙間45を形成することで、凸条41b部分において、隙間45の幅が広がったり狭まったりすることでより湾曲が容易となる。
(Embodiment 2)
FIG. 6A shows a cross-sectional view at the position of the separator hole of the inner and outer base member combined formwork heat insulating panel Y according to the second embodiment, and FIG. 6B shows the heat insulation of the inner and outer base member combined formwork heat insulating panel Y. A cross-sectional view of the plate 30 is shown, and FIG. 6C shows a cross-sectional view of the inner / outer base member 40 of the inner / outer base member / form heat insulating panel Y.
The configuration of the interior / exterior base member / form thermal insulation panel Y is substantially the same as that of the interior / exterior base member / form thermal insulation panel X according to the first embodiment. In the heat insulating plate 30, vertical grooves 31a, 31b, 31c, 31d are formed, and a heat insulating plate separator hole 32 is formed. A difference from the heat insulating plate 10 according to the first embodiment is that a large number of V-shaped grooves are formed. That is, the heat insulating plate 30 is provided with six V-shaped grooves 33 extending in the vertical direction on the surface side of the dam plate, and four V-shaped grooves 34 extending in the vertical direction on the surface side. Is formed. Since the heat insulating plate 30 is made of foamed plastic, it can be bent, but it is easier to bend when these grooves 33 and 34 are deformed.
The inner / outer base member 40 is substantially the same as the inner / outer base member 20 according to the first embodiment. The inner / outer base member 40 has protrusions 41a, 41b, 41c, and 41b, and has hollow portions 44, 45c, and 45d, and a protrusion separator hole 43. . The difference is that the surface side of the cavity formed in the ridge 41b is not sealed, and a slit-like gap 45 extending vertically is formed. The inner / outer base member 40 can be curved by being formed of a flexible synthetic resin. However, by forming the gap 45, the width of the gap 45 may be widened or narrowed at the ridge 41b. By doing so, the bending becomes easier.

次に、以上のような構成を有する型枠パネル30及び内外装下地部材40とからなる内外装下地兼用型枠断熱パネルYを用いたコンクリート構造物の型枠工法について説明する。やはり、最初に建築現場に、断熱板30と、内外装下地部材40とを分解した状態で搬入し、現場において、搬入された断熱板30と内外装下地部材40とを組み立てて、図6(a)に示すような内外装下地部材兼用型枠断熱パネルYを得る。この状態で、図7の横断面図に示すように、内外装下地部材兼用型枠断熱パネルYを用いて型枠を組む。なお、型枠を立て込む前に、内外装下地部材兼用型枠断熱パネルYを組み立てずに、断熱板30のみを型枠を立て込む位置に立ててから内外装下地部材40をこれに係合させて固定するようにしてもよい。
図に示すように、ここでは、内外装下地部材兼用型枠断熱パネルYを用いて曲面の型枠を形成している。内外装下地部材兼用型枠断熱パネルYは、断熱板30の溝33、34や、内外装下地部材40の隙間45によりより湾曲しやすくなっている。即ち、図に示すように、凹んだ曲面を形成する際には、せき板面に形成される溝33は広がるように変形し、表面側に形成される溝34は狭まるように変形することで断熱板30は湾曲しやすくなり、内外装下地部材40の隙間45は幅が狭くなることで、内外装下地部材40が湾曲しやすくなる。一方、出っ張った曲面を形成する際には、せき板面に形成される溝33は狭まるように変形し、表面側に形成される溝34は広がるように変形することで断熱板30は湾曲しやすくなり、内外装下地部材40の隙間45は幅が広くなることで、内外装下地部材40が湾曲しやすくなる。
その後、セパレーターSを重なった断熱板セパレーター孔32、凸条セパレーター孔33から通し、セパレーターSの端部にフォーム固定具Fを固定することで、断熱板30と内外装下地部材40とをしっかりと固定するとともに、フォーム固定具を用いて支保工を取付補強する。この際、やはり、凸条41a等により縦端太材は省略することができる。型枠が完成したらコンクリートを打設し、養生硬化させ、その後、支保工を分解し、フォーム固定具を取り外したセパレーターの端部にナットを係合させて、ナットにより内外装下地部材40を断熱板30に固定する。その後、内外装下地部材30に内外装材を固定し作業が完了する。なお、実施形態1と同様に内外装下地部材40ではない内外装下地部材を利用したい場合は、内外装下地部材40を断熱板30から取り外し、別の内外装下地部材を縦溝41a等に、セパレーターを利用して固定して利用することも可能である。
Next, the formwork method of a concrete structure using the interior / exterior base combined formwork heat insulation panel Y composed of the formwork panel 30 and the interior / exterior base member 40 having the above-described configuration will be described. After that, first, the heat insulating plate 30 and the interior / exterior base member 40 are carried into the building site in a disassembled state, and the carried heat insulation plate 30 and the interior / exterior base member 40 are assembled at the site, as shown in FIG. An inner / outer base material combined formwork heat insulating panel Y as shown in a) is obtained. In this state, as shown in the cross-sectional view of FIG. 7, the formwork is assembled using the interior / exterior base member combined formwork heat insulating panel Y. Before setting up the formwork, without assembling the inner and outer base member combined formwork heat insulation panel Y, only the heat insulating plate 30 is put in the position where the formwork is put up, and then the inner and outer base member 40 is engaged with this. You may make it fix.
As shown in the figure, here, a curved mold is formed by using a formwork heat insulating panel Y that is also used as an interior / exterior base member. The inner and outer base member combined formwork heat insulating panel Y is more easily bent by the grooves 33 and 34 of the heat insulating plate 30 and the gap 45 of the inner and outer base member 40. That is, as shown in the figure, when forming a concave curved surface, the groove 33 formed on the platen surface is deformed to expand, and the groove 34 formed on the surface side is deformed to narrow. The heat insulating plate 30 is easily bent, and the gap 45 between the inner and outer base members 40 is narrowed, so that the inner and outer base members 40 are easily bent. On the other hand, when the protruding curved surface is formed, the groove 33 formed on the platen surface is deformed so as to be narrowed, and the groove 34 formed on the surface side is deformed so as to be widened, whereby the heat insulating plate 30 is curved. The clearance 45 between the inner and outer base members 40 becomes wider, so that the inner and outer base members 40 are easily bent.
Thereafter, the separator S is passed through the heat insulating plate separator hole 32 and the protruding strip separator hole 33 overlapped with each other, and the foam fixing tool F is fixed to the end of the separator S, so that the heat insulating plate 30 and the inner and outer base members 40 are firmly attached. Fix and reinforce the support using foam fixtures. At this time, again, the vertical end thick material can be omitted by the ridge 41a and the like. When the formwork is completed, concrete is cast, cured and hardened, then the support is disassembled, and the nut is engaged with the end of the separator from which the foam fixture is removed, and the inner and outer base members 40 are insulated by the nut. Secure to the plate 30. Thereafter, the inner and outer base materials are fixed to the inner and outer base member 30, and the operation is completed. As in the first embodiment, when it is desired to use an inner / outer base member other than the inner / outer base member 40, the inner / outer base member 40 is removed from the heat insulating plate 30, and another inner / outer base member is placed in the vertical groove 41a, etc. It is also possible to fix the separator using a separator.

(実施形態3)
図8(a)に実施形態3に係る内外装下地部材兼用型枠断熱パネルZの上方部分の斜視図を示し、図8(b)に内外装下地兼用型枠断熱パネルZの上方部分の分解斜視図を示す。内外装下地部材兼用型枠断熱パネルZは、断熱板50と内外装下地部材60とから構成される。
断熱板50は発泡プラスチックから形成される板状体であり、表面側に上下に延びる縦溝51が形成されるとともに、せき板面側に断面V字状の上下に延びる溝が2筋形成されている。図9(a)に縦溝51近傍の拡大横断面図を示す。図に示すように縦溝51は、円形部分51b、円形部分から表面側に通じるスリット部51aとから構成される。
内外装下地部材60は、長尺部材であり内外装を固定する板状部分61と、前記縦溝51に係合する凸条62とから構成される。図9(b)に内外装下地部材60の横断面図を示す。図に示すように、凸条62は、前記断熱板50の前記円形部分51bに嵌る断面形状を有する係合部分62bと係合部分62bと板状部分61とを連結する前記断熱板50のスリット部51aに嵌る板体からなる連結部62aとから構成される。
断熱板50は発泡プラスチックにより構成されるので、弾性変形が容易であり、また、内外装下地部材60の凸条62の係合部分62bの先端側は円弧状になっているので、表面側から凸条62を縦溝51に押し込むことで、凸条62全体を縦溝51内に嵌合固定させることができる。
(Embodiment 3)
FIG. 8A shows a perspective view of the upper part of the inner / outer base material combined formwork heat insulating panel Z according to the third embodiment, and FIG. 8B shows an exploded view of the upper part of the inner / outer base material combined formwork heat insulating panel Z. A perspective view is shown. The interior / exterior base member combined formwork heat insulation panel Z includes a heat insulating plate 50 and an internal / exterior base member 60.
The heat insulating plate 50 is a plate-like body formed of foamed plastic, and a vertical groove 51 extending vertically is formed on the surface side, and two vertically extending grooves having a V-shaped cross section are formed on the slat plate surface side. ing. FIG. 9A shows an enlarged cross-sectional view in the vicinity of the vertical groove 51. As shown in the figure, the vertical groove 51 includes a circular portion 51b and a slit portion 51a that leads from the circular portion to the surface side.
The inner / outer base member 60 is a long member, and includes a plate-like portion 61 that fixes the inner / outer casing, and a ridge 62 that engages with the vertical groove 51. FIG. 9B shows a cross-sectional view of the inner / outer base member 60. As shown in the figure, the protrusion 62 is a slit of the heat insulating plate 50 that connects the engaging portion 62b having a cross-sectional shape that fits into the circular portion 51b of the heat insulating plate 50, the engaging portion 62b, and the plate-like portion 61. It is comprised from the connection part 62a which consists of a plate body which fits into the part 51a.
Since the heat insulating plate 50 is made of foamed plastic, it can be easily elastically deformed, and the front end side of the engaging portion 62b of the ridge 62 of the inner / outer base member 60 has an arc shape. By pushing the ridge 62 into the vertical groove 51, the entire ridge 62 can be fitted and fixed in the vertical groove 51.

次に、以上のような構成を有する内外装下地部材兼用型枠断熱パネルZを用いたコンクリート構造物の型枠工法について説明する。やはり、最初に建築現場に、断熱板50と、内外装下地部材60とを分解した状態で搬入し、現場において、搬入された断熱板50と内外装下地部材60とを組み立てて、図8(a)に示すような内外装下地部材兼用型枠断熱パネルZを得る。この状態で、内外装下地部材兼用型枠断熱パネルZを用いて型枠を組む。なお、型枠を立て込む前に、内外装下地部材兼用型枠断熱パネルZを組み立てずに、断熱板30を型枠を立て込む位置に立ててから内外装下地部材40をこれに係合させて固定するようにしてもよい。
なお、内外装下地部材兼用型枠断熱パネルZ同士を連結させる場合は、図10(a)に示すような連結部材Rを用いる。連結部材Rは長尺の部材であり、平行に配列される板体R1とR2を他の板体R3により連結し、断面H状に形成したものであり、板体R1と板体R2との間に断熱板50が係合する幅を有する2つの溝Raが形成される。なお、せき板面側の面に位置する板体R2のせき板面側には短冊状のアンカー部材R4が長手方向に一定間隔で配列されている。この連結部材Rを用いて、図10(b)に示すように、隣接する断熱板50の端部を係合させて、隣接する内外装下地部材兼用型枠断熱パネルZ同士を連結固定する。なお、連結部材Rの表面側の板体R1は内外装下地部材としての役割も果たすことができる。また、角部分において内外装下地部材兼用型枠断熱パネルZ同士を連結させる場合は、図11(a)に示すようなコーナー連結部材Cを用いる。コーナー連結部材Cは長尺の部材であり、角部分の方向が揃うように平行に配列された断面L字状の部材C1とC2とを板体C3により連結した形状をしており、部材C1とC2との間には断熱板50が係合する幅を有する溝Caが、直角に交わるように2筋形成される。なお、コーナー連結部材Cのコンクリート面側には短冊状のアンカー部材C4が長手方向に一定間隔で配列されている。図11(a)に示すコーナー連結部材Cは内角部用のものであるので、アンカー部材C4は、部材C2の外角部分に設けられるが、外角用のものである場合は、アンカー部材C4は部材C1の内角部分に設けられる。この連結部材Cを用いて、図11(b)に示すように、角部において隣接する断熱板50の端部を係合させて、角部において隣接する内外装下地部材兼用型枠断熱パネルZ同士を連結固定する。なお、図11(b)に示すように、断熱板50の溝Caに係合する縁部は、溝Caに係合するように面取りがなされる。
型枠を設置できたら、支保工により補強を行う。この際、やはり、内外装下地部材60は縦端太材の代わりに縦方向を補強することができる。その後、コンクリートを打設し、養生硬化させ、コンクリート硬化後、支保工を分解する。そして、内外装下地部材60に内外装材を固定し作業が完了する。
Next, a method for forming a concrete structure using the interior / exterior base member combined formwork heat insulating panel Z having the above-described configuration will be described. After that, first, the heat insulating plate 50 and the interior / exterior base member 60 are carried into the building site in a disassembled state, and the carried heat insulation plate 50 and the interior / exterior base member 60 are assembled at the site, as shown in FIG. An inner / outer base material combined formwork heat insulating panel Z as shown in a) is obtained. In this state, the formwork is assembled by using the formwork heat insulation panel Z which is also used for the inner and outer base materials. Before assembling the formwork, without assembling the interior / exterior base member combined formwork heat insulating panel Z, the heat insulating plate 30 is stood at the position where the formwork is stood and the interior / exterior base member 40 is engaged with this. May be fixed.
In addition, when connecting the interior and exterior base material combined formwork heat insulation panel Z, the connection member R as shown to Fig.10 (a) is used. The connecting member R is a long member, and is formed by connecting plate bodies R1 and R2 arranged in parallel with another plate body R3 to form a cross-section H shape, and between the plate body R1 and the plate body R2. Two grooves Ra having a width with which the heat insulating plate 50 engages are formed therebetween. Note that strip-shaped anchor members R4 are arranged at regular intervals in the longitudinal direction on the side of the plate body R2 located on the side of the plate side. Using this connecting member R, as shown in FIG. 10B, the end portions of the adjacent heat insulating plates 50 are engaged to connect and fix the adjacent interior / exterior base member combined formwork heat insulating panels Z together. The plate member R1 on the surface side of the connecting member R can also serve as an inner / outer base member. Moreover, when connecting the interior / exterior base member combined formwork heat insulation panels Z in a corner | angular part, the corner connection member C as shown to Fig.11 (a) is used. The corner connecting member C is a long member, and has a shape in which L-shaped members C1 and C2 arranged in parallel so that the directions of the corner portions are aligned are connected by a plate body C3, and the member C1. A groove Ca having a width with which the heat insulating plate 50 engages is formed between the two and C2 so as to intersect at right angles. In addition, on the concrete surface side of the corner connecting member C, strip-shaped anchor members C4 are arranged at regular intervals in the longitudinal direction. Since the corner connecting member C shown in FIG. 11A is for the inner corner portion, the anchor member C4 is provided at the outer corner portion of the member C2. However, in the case of the outer corner portion, the anchor member C4 is a member. It is provided at the inner corner portion of C1. Using this connecting member C, as shown in FIG. 11 (b), the end portions of the heat insulating plates 50 adjacent to each other at the corners are engaged, and the interior / exterior base member combined formwork heat insulating panel Z adjacent to each other at the corners. Connect and fix each other. In addition, as shown in FIG.11 (b), the edge part engaged with the groove | channel Ca of the heat insulation board 50 is chamfered so that it may engage with the groove | channel Ca.
Once the formwork is installed, it will be reinforced by support. At this time, the interior / exterior base member 60 can also reinforce the longitudinal direction instead of the vertical end thick material. After that, concrete is placed and cured and cured, and after the concrete is cured, the support is disassembled. Then, the interior / exterior material is fixed to the interior / exterior base member 60, and the operation is completed.

なお、上記実施形態3に係る内外装下地部材兼用型枠断熱パネルZでは、内外装下地部材60の板状部分61が断熱板50の表面側に突出するが、これは図12(a)に示すように、縦溝部51の表面位置に板状部分61が嵌り、板状部分の表面と断熱板50の表面の高さが一致するような凹部51cを断熱板50に設けて、板状部分61が突出しないようにすることができる。また、連結部分においても、板体R1が突出しないように、連結部材Rの縦溝Raを構成する板体R1、R2同士の最大幅と断熱板50の幅とを一致させ、板体R1と断熱板50の表面が同じ平面上に存するように、断熱板50の端部に溝55を形成してもよい。
また、上記実施形態3において、凸条61の先端部に位置する係合部分62bが横断面形状は円形に形成されているが、縦溝51に入りやすくするために係合部分62bの断面形状において、図13(a)に示すように先端側に角部62baを設けてもよい。さらに、凸条61が縦溝51内に入った後で、凸条61が縦溝51から抜けにくくするために、係合部分62bに、横断面形状において側方に張り出す返し部62bbを設けるようにしてもよい。
In addition, in the interior / exterior base member combined formwork heat insulation panel Z according to the third embodiment, the plate-like portion 61 of the internal / exterior base member 60 protrudes to the surface side of the heat insulating plate 50, which is shown in FIG. As shown, the plate-like portion 61 is fitted in the surface position of the longitudinal groove portion 51, and a recess 51c is provided in the heat-insulating plate 50 so that the surface height of the plate-like portion and the surface of the heat-insulating plate 50 coincide with each other. 61 can be prevented from protruding. Also, in the connecting portion, the maximum width of the plate bodies R1, R2 constituting the longitudinal groove Ra of the connecting member R and the width of the heat insulating plate 50 are matched so that the plate body R1 does not protrude, and the plate body R1 The groove 55 may be formed at the end of the heat insulating plate 50 so that the surface of the heat insulating plate 50 exists on the same plane.
In the third embodiment, the engagement portion 62b located at the tip of the ridge 61 has a circular cross-sectional shape. However, in order to make it easier to enter the vertical groove 51, the cross-sectional shape of the engagement portion 62b. As shown in FIG. 13A, a corner 62ba may be provided on the tip side. Further, in order to make it difficult for the ridge 61 to come out of the vertical groove 51 after the ridge 61 enters the vertical groove 51, the engagement portion 62b is provided with a return portion 62bb that projects laterally in the cross-sectional shape. You may do it.

(実施形態4)
図14(a)に実施形態4に係る内外装下地部材兼用型枠断熱パネルVの上方部分の斜視図を示す。内外装下地部材兼用型枠断熱パネルVは、実施形態3に係る内外装下地部材兼用型枠断熱パネルZとほぼ同様の構成であるが、発泡プラスチックから形成される断熱板70を補強するために、断熱板70の内部に補強部材80が設けられている点が相違する。図14(b)に一の補強部材80の上方部分の斜視図を示す。補強部材80は断面が波状に形成された長尺の合成樹脂性の板体である。断熱板70には、補強部材80が嵌入できる貫通する穴である係合穴74が表面側寄りに形成されており、補強部材80は係合穴74に断熱板70の上面もしくは下面から挿入されて固定されている。補強部材80は断面が波状であるので、表面に近くなる部分が存する。この表面に近づく部分は、断熱板70から浅い位置に存するので、内外装を固定する際に使用することができる。そこで、図14(a)に示すように、断熱板70表面の、補強部材8が表面に近づく位置には内外装を固定する際の目印となるように点線からなる印線73が描かれている。
以上のような構成を有する内外装下地部材兼用型枠断熱パネルVの使用方法は、実施形態3にかかる内外装下地部材兼用型枠断熱パネルZとほぼ同様であるが、断熱パネルZの印線73が描かれた、補強部材80が表面側に近づく位置にも内外装を固定することが出来る点において相違する。
(Embodiment 4)
FIG. 14A is a perspective view of an upper portion of the interior / exterior base member combined formwork heat insulating panel V according to the fourth embodiment. The interior / exterior base member combined formwork heat insulating panel V has substantially the same configuration as the internal / exterior base member combined formwork heat insulating panel Z according to the third embodiment, but in order to reinforce the heat insulating plate 70 formed of foamed plastic. The difference is that a reinforcing member 80 is provided inside the heat insulating plate 70. FIG. 14B shows a perspective view of the upper part of one reinforcing member 80. The reinforcing member 80 is a long synthetic resin plate having a corrugated cross section. The heat insulating plate 70 is formed with an engagement hole 74, which is a through-hole through which the reinforcing member 80 can be inserted, closer to the surface side. The reinforcing member 80 is inserted into the engaging hole 74 from the upper surface or the lower surface of the heat insulating plate 70. Is fixed. Since the reinforcing member 80 has a wavy cross section, there is a portion close to the surface. Since the portion approaching the surface exists at a shallow position from the heat insulating plate 70, it can be used when the inner and outer surfaces are fixed. Therefore, as shown in FIG. 14 (a), a dotted line 73 made of a dotted line is drawn on the surface of the heat insulating plate 70 at a position where the reinforcing member 8 approaches the surface so as to serve as a mark when the inner and outer surfaces are fixed. Yes.
The method of using the inner / outer base material combined formwork heat insulating panel V having the above-described configuration is substantially the same as the inner / outer base material combined formwork heat insulating panel Z according to the third embodiment. The difference is that the interior and exterior can also be fixed at the position where the reinforcing member 80 approaches the front surface side where 73 is drawn.

(実施形態4の変形例)
実施形態4に係る内外装下地部材兼用型枠断熱パネルVは、板状の補強部材80を用いたので、コーナー部においては湾曲させにくい。そこで、変形例として補強部材を図15(b)に示すように角パイプ状の補強部材100に変えることが考えられる。具体的には、図15(a)に示す内外装下地部材兼用型枠断熱パネルWとして、断熱板90の表面寄りに、補強部材100が嵌入できる縦に貫通する係合穴94を複数設け、この係合穴94に補強部材100を挿入して固定する。係合穴94が表面寄りに設けられるので、補強部材100は表面近傍に存することとなるので、内外装下地部材として利用することができる。そのために、図15(a)に示すように、断熱板90表面の、補強部材100存する位置には、内外装を固定する際の目印となるように印線93が描かれている。また、断熱板90は湾曲させやすいように実施形態2と同様に、せき板面側および表面側の補強部材100が存する位置とはずれた位置に断面V字状の複数の溝91、92が設けられている。なお、内外装下地部材兼用型枠断熱パネルWは湾曲させやすいように、実施形態3、4に示すような表面に表出する内外装下地部材60は設けていないが、これを設けてよいことはいうまでもない。
このような構成を有する内外装下地部材兼用型枠断熱パネルWは、図16の横断面図に示すように、連結部材Rを用いてコーナー部分の型枠として湾曲させて使用する。図に示すように、補強部材100が棒状であるので、湾曲させる際の抵抗が小さく、また、溝91、92の効果も合わせて容易に湾曲させることができる。コンクリート打設硬化後は、断熱板90の補強部材100の位置に内外装材を固定してコーナー部の内外装仕上げを行うことができる。
(Modification of Embodiment 4)
The interior / exterior substrate member combined formwork heat insulating panel V according to the fourth embodiment uses the plate-like reinforcing member 80, and thus is difficult to bend at the corner portion. Therefore, as a modification, it is conceivable to change the reinforcing member to a square pipe-shaped reinforcing member 100 as shown in FIG. Specifically, as the interior / exterior base member combined formwork heat insulation panel W shown in FIG. 15A, a plurality of engagement holes 94 penetrating vertically in which the reinforcing member 100 can be fitted are provided near the surface of the heat insulating plate 90, The reinforcing member 100 is inserted into the engagement hole 94 and fixed. Since the engagement hole 94 is provided closer to the surface, the reinforcing member 100 is present in the vicinity of the surface, and can be used as an interior / exterior base member. Therefore, as shown in FIG. 15A, a mark line 93 is drawn on the surface of the heat insulating plate 90 at a position where the reinforcing member 100 exists so as to serve as a mark when the inner and outer surfaces are fixed. Further, as in the second embodiment, a plurality of grooves 91 and 92 having a V-shaped cross section are provided at positions away from the positions where the reinforcing members 100 on the surface side and the surface side exist so that the heat insulating plate 90 can be easily bent. It has been. In addition, in order to make it easy to curve the interior / exterior base member combined formwork heat-insulating panel W, the internal / exterior base member 60 exposed on the surface as shown in Embodiments 3 and 4 is not provided, but it may be provided. Needless to say.
As shown in the cross-sectional view of FIG. 16, the interior / exterior base member combined formwork heat insulation panel W having such a configuration is used by being curved as a corner part formwork using a connecting member R. As shown in the figure, since the reinforcing member 100 has a rod shape, the resistance at the time of bending is small, and the effects of the grooves 91 and 92 can be easily bent together. After the concrete is hardened, the interior / exterior finishing of the corner portion can be performed by fixing the interior / exterior material at the position of the reinforcing member 100 of the heat insulating plate 90.

実施形態1に係る内外装下地部材兼用型枠断熱パネルの上方部分の斜視図である。It is a perspective view of the upper part of the interior and exterior base member combined formwork heat insulation panel concerning Embodiment 1. FIG. (a)は実施形態1に係る内外装下地部材兼用型枠断熱パネルの横断面図であり、(b)は実施形態1に係る断熱板の横断面図であり、(c)は実施形態1に係る内外装下地部材兼用型枠断熱パネルの横断面図である。(A) is a cross-sectional view of the interior / exterior base member combined formwork heat insulation panel according to the first embodiment, (b) is a cross-sectional view of the heat insulation plate according to the first embodiment, and (c) is the first embodiment. It is a cross-sectional view of the formwork heat insulation panel for internal / exterior base members according to the present invention. 実施形態1に係る内外装下地兼用型枠断熱パネルの連結部分を示す拡大横断面図である。FIG. 3 is an enlarged cross-sectional view illustrating a connecting portion of the interior / exterior base / form heat insulation panel according to the first embodiment. 実施形態1に係る内外装下地兼用型枠断熱パネルの使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the interior / exterior foundation combined mold heat insulation panel which concerns on Embodiment 1. FIG. (a)は実施形態1に係る内外装下地兼用型枠断熱パネルの内外装部材を取り付けた状態を示す拡大横断面図であり、(b)は実施形態1に係る内外装下地兼用型枠断熱パネルの内外装下地部材を交換して内外装部材を取り付けた状態を示す拡大横断面図である。(A) is an expanded cross-sectional view which shows the state which attached the inner / outer exterior member of the interior / exterior foundation combined use form heat insulation panel which concerns on Embodiment 1, (b) is the interior / exterior foundation combined formwork insulation which concerns on Embodiment 1. FIG. It is an expanded cross-sectional view which shows the state which replaced | exchanged the internal / exterior base member of the panel and attached the internal / external member.

(a)は実施形態2に係る内外装下地部材兼用型枠断熱パネルの横断面図であり、(b)は実施形態2に係る断熱板の横断面図であり、(c)は実施形態2に係る内外装下地部材兼用型枠断熱パネルの横断面図である。(A) is a cross-sectional view of the interior and exterior base member combined formwork heat insulation panel according to the second embodiment, (b) is a cross-sectional view of the heat insulation plate according to the second embodiment, (c) is the second embodiment. It is a cross-sectional view of the formwork heat insulation panel for internal / exterior base members according to the present invention. 実施形態2に係る内外装下地兼用型枠断熱パネルの使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the interior / exterior foundation combined mold heat insulation panel which concerns on Embodiment 2. FIG. (a)は実施形態3に係る内外装下地部材兼用型枠断熱パネルの上方部分の斜視図であり、(b)は実施形態3に係る内外装下地部材兼用型枠断熱パネルの一部分解斜視図である。(A) is a perspective view of the upper part of the interior / exterior base member / form thermal insulation panel according to the third embodiment, and (b) is a partially exploded perspective view of the interior / exterior base member / form thermal insulation panel according to the third embodiment. It is. (a)は実施形態3に係る断熱板の縦溝部分の拡大横断面図であり、(b)は実施形態3に係る内外装下地部材の拡大横断面図である。(A) is an expansion cross-sectional view of the longitudinal groove part of the heat insulation board which concerns on Embodiment 3, (b) is an expansion cross-sectional view of the interior-exterior base material which concerns on Embodiment 3. FIG. (a)は実施形態3に係る内外装下地兼用型枠断熱パネルの連結部材を示す斜視図であり、(b)は連結部材による連結状態を示す斜視図である。(A) is a perspective view which shows the connection member of the interior / exterior foundation combined mold heat insulation panel which concerns on Embodiment 3, (b) is a perspective view which shows the connection state by a connection member. (a)は実施形態3に係る内外装下地兼用型枠断熱パネルの角部の連結部材を示す斜視図であり、(b)は角部の連結部材による連結状態を示す斜視図である。(A) is a perspective view which shows the connection member of the corner | angular part of the interior / exterior foundation combined mold heat insulation panel which concerns on Embodiment 3, (b) is a perspective view which shows the connection state by the connection member of a corner | angular part.

(a)は実施形態3に係る断熱板の縦溝部分の変形例を示す部分横断面図であり、(b)は実施形態3に係る断熱板の端部の変形例を示す部分横断面図である。(A) is a partial cross section which shows the modification of the longitudinal groove part of the heat insulation board which concerns on Embodiment 3, (b) is the partial cross section which shows the modification of the edge part of the heat insulation board concerning Embodiment 3. It is. (a)は実施形態3に係る断熱板の縦溝部分及び内外装下地部材の凸条の変形例を示す部分横断面図であり、(b)は実施形態3に係る断熱板の縦溝部分及び内外装下地部材の凸条の他の変形例を示す部分横断面図である。(A) is a partial cross-sectional view which shows the modification of the vertical groove part of the heat insulation board which concerns on Embodiment 3, and the exterior | exterior surface base member, (b) is the vertical groove part of the heat insulation board which concerns on Embodiment 3. FIG. 6 is a partial cross-sectional view showing another modification of the ridges of the inner and outer base members. (a)は実施形態4に係る内外装下地部材兼用型枠断熱パネルの上方部分の斜視図であり、(b)は実施形態4に係る補強部材の斜視図である。(A) is a perspective view of the upper part of the interior / exterior base member combined formwork heat insulation panel which concerns on Embodiment 4, (b) is a perspective view of the reinforcement member which concerns on Embodiment 4. FIG. (a)は実施形態4の変形例に係る内外装下地部材兼用型枠断熱パネルの上方部分の斜視図であり、(b)は実施形態4の変形例に係る補強部材の斜視図である。(A) is a perspective view of the upper part of the interior and exterior base member combined formwork heat insulation panel which concerns on the modification of Embodiment 4, (b) is a perspective view of the reinforcement member which concerns on the modification of Embodiment 4. FIG. 実施形態4の変形例に係る内外装下地部材兼用型枠断熱パネルの使用状態を示す横断面図である。It is a cross-sectional view which shows the use condition of the interior / exterior base member combined formwork heat insulation panel which concerns on the modification of Embodiment 4.

符号の説明Explanation of symbols

X、Y、Z、V、W 内外装下地兼用型枠断熱パネル
10、30、50、70、90 断熱板
11a、11b、11c、11d、31a、31b、31c、31d、51 縦溝
12、32 断熱板セパレーター孔
13、33、34、52、72、91、92 溝
23、43 凸条セパレーター孔
24、25c、25d、44、45c、45d 空洞部
20、40、60 内外装下地部材
21a、21b、21c、21c、41a、41b、41c、41d、62 凸条
80、100 補強部材
X, Y, Z, V, W Interior / exterior base combined formwork heat insulation panel 10, 30, 50, 70, 90 Heat insulation plate 11a, 11b, 11c, 11d, 31a, 31b, 31c, 31d, 51 Vertical groove 12, 32 Insulating plate separator holes 13, 33, 34, 52, 72, 91, 92 Grooves 23, 43 Convex separator holes 24, 25c, 25d, 44, 45c, 45d Cavities 20, 40, 60 Interior / exterior base members 21a, 21b , 21c, 21c, 41a, 41b, 41c, 41d, 62 Convex 80, 100 Reinforcing member

Claims (10)

せき板を兼ねる断熱板と、前記断熱板のせき板面とは反対となる表面に設けられる、断熱板の上下方向に延びる内外装下地部材とからなる内外装下地兼用型枠断熱パネルであって、
前記内外装下地部材は、断熱板側に突出する上下方向に延びる凸条を有するとともに、前記断熱板の表面側の面には、当該凸条に係合し、これを固定する縦溝部が形成されることで、前記内外装下地部材は前記断熱板に着脱可能に形成される
内外装下地兼用型枠断熱パネル。
An interior / exterior substrate combined form heat insulation panel comprising: a heat insulating plate also serving as a dam plate; and an inner / outer substrate base member extending in a vertical direction of the heat insulating plate, provided on a surface opposite to the dam plate surface of the heat insulating plate. ,
The interior / exterior base member has a ridge extending in the vertical direction that protrudes toward the heat insulating plate, and a vertical groove portion that engages and fixes the ridge on the surface of the heat insulating plate. Thus, the interior / exterior foundation combined formwork heat insulation panel is formed so that the interior / exterior foundation member is detachably attached to the heat insulating plate.
前記内外装下地部材の少なくとも1の凸条には、表面側からせき板面側に向って形成される所定の大きさの有底の空間である空洞部と、前記空洞部の底から断熱板に至る貫通孔である凸条セパレーター孔が形成され、
前記断熱板のこの空洞部が設けられた凸条に係合する縦溝部には、前記凸条セパレーター孔に連通し、せき板面に至る貫通孔である断熱板セパレーター孔が形成される請求項1に記載の内外装下地兼用型枠断熱パネル。
The at least one ridge of the interior / exterior base member has a hollow portion which is a bottomed space having a predetermined size and is formed from the front surface side toward the barrier plate surface side, and a heat insulating plate from the bottom of the hollow portion A ridge separator hole, which is a through-hole leading to
A heat insulating plate separator hole, which is a through hole that communicates with the protrusion separator hole and reaches the slat plate surface, is formed in the longitudinal groove portion that engages with the protrusion provided with the hollow portion of the heat insulating plate. The formwork heat insulation panel for interior and exterior bases as described in 1.
内外装下地部材の両端部のそれぞれに前記空洞部が設けられる凸条が存するとともに、この空洞部は当該凸条の長手方向に沿った空洞部の底板を構成する長尺の板体上面に形成されるものであって、2の前記内外装下地部材を隣接させると、互いの隣接する凸条の前記底板を構成する板体同士が互い違いに重なり得るように段違いの位置に前記板体が設けられ、さらに、前記板体同士が重なった状態において、前記凸条セパレーター孔同士が連通するように形成される請求項2に記載の内外装下地兼用型枠断熱パネル。   Convex ridges are provided on each of both end portions of the interior / exterior base member, and the cavities are formed on the upper surface of a long plate that forms the bottom plate of the cavity along the longitudinal direction of the ridges. When the two interior / exterior base members are adjacent to each other, the plate bodies are provided at different positions so that the plate bodies constituting the bottom plates of the adjacent ridges can be alternately stacked. Furthermore, in the state which the said board body overlapped, the internal / exterior base | substrate form-mold heat insulation panel of Claim 2 formed so that the said protruding strip separator holes may communicate. 前記空洞部は所定のフォーム固定具基端部が収まる大きさの空間を有する請求項2又は3に記載の内外装下地兼用型枠断熱パネル。   The interior / exterior underlaying form-insulated panel according to claim 2 or 3, wherein the hollow portion has a space of a size in which a predetermined end portion of the foam fixing tool can be accommodated. 前記内外装下地部材は、2以上の凸条が横方向に並んで設けられるとともに、各凸条を連結する部分が板状に形成され、少なくとも前記凸条を連結する部分は、可撓性のある材料により形成される請求項1から4のいずれか1項に記載の内外装下地兼用型枠断熱パネル。   The inner / outer base member is provided with two or more ridges arranged side by side in a horizontal direction, a portion connecting the ridges is formed in a plate shape, and at least a portion connecting the ridges is flexible. The interior / exterior base / form heat insulation panel according to any one of claims 1 to 4, which is formed of a certain material. 前記断熱板のせき板面及び/又は表面には一以上の上下に延びる溝が形成される請求項1から5のいずれか1項に記載の内外装下地兼用型枠断熱パネル。   6. The interior / exterior base / form heat insulation panel according to claim 1, wherein one or more vertically extending grooves are formed on a surface and / or surface of the heat insulating plate. 前記断熱板は、長尺の板体又は棒体からなる補強部材を有し、
この補強部材は、当該補強部材が嵌り、これを固定する縦孔に抜き差し可能に固定される請求項1から6のいずれか1項に記載の内外装下地兼用型枠断熱パネル。
The heat insulating plate has a reinforcing member made of a long plate or rod,
The interior / exterior underlaying form-insulating panel according to any one of claims 1 to 6, wherein the reinforcing member is fixed to the vertical hole in which the reinforcing member is fitted and can be inserted and removed.
請求項1から7のいずれか1項に記載の内外装下地兼用型枠断熱パネルの断熱板と内外装下地部材とを分離してコンクリート打設現場に搬入する搬入工程と、
搬入した断熱板と内外装下地部材とから内外装下地兼用型枠断熱パネルを組み立てる内外装下地兼用型枠断熱パネル組立工程と、
組み立てられた内外装下地兼用型枠断熱パネルをコンクリート打設面に固定して型枠を形成する型枠形成工程と、
形成された型枠にコンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、
コンクリート打設工程の後に、前記内外装下地兼用型枠断熱パネルの前記内外装下地部材に内外装部材を取り付ける内外装仕上げ工程と
を有するコンクリート構造物の建設工法。
A carrying-in process of separating the heat insulating plate of the inner / outer base combined formwork heat insulating panel according to any one of claims 1 to 7 and the inner / outer base member and carrying them to a concrete placing site;
Assembling the interior / exterior foundation combined formwork heat insulation panel from the carried heat insulating plate and the interior / exterior foundation member,
A formwork forming process for forming the formwork by fixing the assembled interior / exterior foundation combined formwork heat insulation panel to the concrete placement surface;
A concrete placing process in which concrete is placed in the formed formwork to form a concrete frame;
A construction method for a concrete structure including an interior / exterior finishing step of attaching an interior / exterior member to the interior / exterior base member of the interior / exterior foundation combined formwork heat insulation panel after the concrete placing step.
請求項1から7のいずれか1項に記載の内外装下地兼用型枠断熱パネルの断熱板と内外装下地部材とを分離してコンクリート打設現場に搬入する搬入工程と、
前記断熱板をコンクリート打設面に固定して型枠を形成する型枠形成工程と、
形成された断熱板に対して前記内外装下地部材を固定して内外装下地兼用型枠断熱パネルを組み立てる内外装下地兼型枠断熱パネル組立工程と、
形成された型枠にコンクリートを打設してコンクリート躯体を形成するコンクリート打設工程と、
コンクリート打設工程の後に、前記内外装下地兼用型枠断熱パネルの前記内外装下地部材に内外装部材を取り付ける内外装仕上げ工程と
を有するコンクリート構造物の建設工法。
A carrying-in process of separating the heat insulating plate of the inner / outer base combined formwork heat insulating panel according to any one of claims 1 to 7 and the inner / outer base member and carrying them to a concrete placing site;
A mold forming step of fixing the heat insulating plate to the concrete placing surface to form a mold; and
An inner / outer base / formwork heat insulation panel assembling step for assembling an inner / outer base / form-frame heat insulation panel by fixing the inner / outer base material to the formed heat insulating plate;
A concrete placing process in which concrete is placed in the formed formwork to form a concrete frame;
A construction method for a concrete structure including an interior / exterior finishing step of attaching an interior / exterior member to the interior / exterior base member of the interior / exterior foundation combined formwork heat insulation panel after the concrete placing step.
前記内外装仕上げ工程を、前記内外装下地部材を取り外し、他の内外装下地部材を固定した後に、他の内外装下地部材に内外装部材を取り付ける工程に代えた請求項8又は9に記載のコンクリート構造物の建築工法。 The interior and exterior finishing step, detaching the interior and exterior base member, after fixing the other interior and exterior base member, according to claim 8 or 9 was changed to the step of attaching the interior and exterior members for other interior and exterior base member Construction method for concrete structures.
JP2008158764A 2007-07-06 2008-06-18 Construction method for interior and exterior base material combined formwork insulation panels and concrete structures Expired - Fee Related JP4831781B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2008158764A JP4831781B2 (en) 2007-07-06 2008-06-18 Construction method for interior and exterior base material combined formwork insulation panels and concrete structures

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP2007203635 2007-07-06
JP2007203635 2007-07-06
JP2008158764A JP4831781B2 (en) 2007-07-06 2008-06-18 Construction method for interior and exterior base material combined formwork insulation panels and concrete structures

Publications (3)

Publication Number Publication Date
JP2009036013A JP2009036013A (en) 2009-02-19
JP2009036013A5 JP2009036013A5 (en) 2011-08-04
JP4831781B2 true JP4831781B2 (en) 2011-12-07

Family

ID=40438163

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008158764A Expired - Fee Related JP4831781B2 (en) 2007-07-06 2008-06-18 Construction method for interior and exterior base material combined formwork insulation panels and concrete structures

Country Status (1)

Country Link
JP (1) JP4831781B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6196088B2 (en) * 2013-07-23 2017-09-13 東北資材工業株式会社 Integrated foundation formwork and foundation formwork connection structure
JP6730555B2 (en) * 2017-11-16 2020-07-29 株式会社Insエンジニアリング Mounting structure for flue insulation panels

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06220937A (en) * 1992-01-13 1994-08-09 Yunibaasu Kk High strength placing form equipped with facing material
JP2005344501A (en) * 2004-12-28 2005-12-15 Kenkichi Sato Construction method of internal and external facing material used as form timbering

Also Published As

Publication number Publication date
JP2009036013A (en) 2009-02-19

Similar Documents

Publication Publication Date Title
JP5559461B2 (en) Concrete wall formwork module
US20120311949A1 (en) Thermal insulated building wall construction method
UA73949C2 (en) Improved system for wall construction with falsework
JP6674337B2 (en) Exterior insulation structure of building
CN107923188B (en) Floor building formwork fixed structure
JP4831781B2 (en) Construction method for interior and exterior base material combined formwork insulation panels and concrete structures
JP5783762B2 (en) Construction method of outer insulation wall
KR101763540B1 (en) Modular insulation assembly using sandwich panel and Construction Method thereof
KR100375319B1 (en) Insulation block and concrete walls constructed by the same
JP7053206B2 (en) Fixtures and building wall structures
KR20170051628A (en) DIY Block And Structure Using The Same
JP4283249B2 (en) Formwork combined heat insulation panel and architectural formwork using the same
JP3709276B2 (en) Wall structure
KR100438756B1 (en) Fixer assembly for insulation of building
KR20080050213A (en) Method of construction formwork, insulation formwork and assembly ties
JP5959553B2 (en) Concrete wall construction member and concrete wall construction method
IL190071A (en) Support member assembly
JP2793498B2 (en) Wall structure
JP4057946B2 (en) Formwork and insulation building materials
JP2868996B2 (en) Wall structure
JP6052603B2 (en) Bonding structure of thermal insulation panels for buildings
JP5006742B2 (en) Assembly type formwork and anchor bolt expansion method using the same
JP2003129598A (en) Form separator, form panel, form system for placing concrete, and method for placing concrete
JP3046860U (en) Outer panel seam alloy
KR200258316Y1 (en) Fixer assembly for insulation of building

Legal Events

Date Code Title Description
A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20080620

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110617

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110617

A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20110617

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20110719

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110809

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110824

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: 20110915

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20110916

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140930

Year of fee payment: 3

LAPS Cancellation because of no payment of annual fees