JP2011153406A - Heat insulating stiffener for framework, and heat insulating structure of insulating material for stiffener and the stiffener - Google Patents

Heat insulating stiffener for framework, and heat insulating structure of insulating material for stiffener and the stiffener Download PDF

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Publication number
JP2011153406A
JP2011153406A JP2010013911A JP2010013911A JP2011153406A JP 2011153406 A JP2011153406 A JP 2011153406A JP 2010013911 A JP2010013911 A JP 2010013911A JP 2010013911 A JP2010013911 A JP 2010013911A JP 2011153406 A JP2011153406 A JP 2011153406A
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heat insulating
pier
insulating material
concrete
stiffener
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Inventor
Hiroshi Takeda
浩 武田
Hiroshi Yuno
弘 油野
Joji Tachikawa
丈爾 太刀川
Shigeji Yoshida
茂二 吉田
Kohei Tsuruta
康平 弦田
Mineo Yamamoto
峰生 山本
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/242Slab shaped vacuum insulation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings
    • Y02B80/10Insulation, e.g. vacuum or aerogel insulation

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Abstract

<P>PROBLEM TO BE SOLVED: To provide a heat insulating stiffener for a framework, which reliably prevents heat insulating performance from being partially deteriorated due to the minute area of the stiffener. <P>SOLUTION: This heat insulating stiffener A for the framework is constituted by providing a metallic protection plate 4 for preventing the vacuum heat insulating material from being damaged by a screw or a nail driven into the stiffener between the stiffener 1 for the framework and the vacuum heat insulating material 2 arranged on its rear surface. The heat insulating material B for the stiffener is constituted by providing the vacuum heat insulating material and the metallic protection plate covering its surface, forming projecting pieces 11 protruding in a flush manner on both sideways and including a plurality of nail holes continuously on the metallic protection plate, and constituting the stiffener for the framework on the metallic protection plate to fix the stiffener and prevent the vacuum heat insulating material from being damaged due to the screw or the nail driven into the stiffener using the metallic protection plate. The heat insulating structure of the stiffener is constituted by arranging the vacuum heat insulating material below the stiffener, using the heat insulating stiffener A for the framework or the heat insulating material B for the stiffener. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、建物の躯体コンクリートに、例えば、石膏ボード用の木軸(胴縁や間柱)、サッシュ周りに配置される膳板やカーテンボックスといった各種の建物内装用部材を取り付けるための下地用桟木の断熱対策に関する。   The present invention is a base pier for attaching various building interior members such as wooden shafts (trunk edges and studs) for gypsum boards, slats and curtain boxes arranged around sashes to building concrete of buildings. Related to heat insulation measures.

従来では、建物の躯体コンクリートを石膏ボード、膳板、カーテンボックス等の内装用部材で仕上げる場合、図26に示すように、吹付け断熱材(硬質ウレタンフォーム)6による吹付け断熱層の上に桟木1を配置している。このようにすると、桟木1を躯体コンクリート5から吹付け断熱材層の厚み分浮かせた状態に支持する必要があるので、躯体コンクリート5に対する桟木1の取付け構造が複雑化する上、吹付け断熱材(硬質ウレタンフォーム)6の吹付け断熱工事も煩雑化し、しかも、吹付け断熱材層の厚み分、桟木1が室内側に位置することになって、室内空間が狭くなる等、他の様々な問題が生じる。   Conventionally, when the building concrete of a building is finished with interior members such as gypsum board, wallboard, curtain box, etc., as shown in FIG. The pier 1 is arranged. If it does in this way, since it is necessary to support the pier 1 in the state which floated by the thickness of the spraying insulation material layer from the frame concrete 5, the mounting structure of the pier 1 to the frame concrete 5 becomes complicated, and the spraying insulation material (Hard urethane foam) The spray insulation work of 6 is also complicated, and the pier 1 is positioned on the indoor side by the thickness of the spray insulation layer, and the interior space is narrowed. Problems arise.

この室内空間が狭くなるという問題等を解決するために、図25に示すように、桟木1を躯体コンクリート部分に先行して取り付け、躯体コンクリートの吹付け断熱工事を後施工にて行う場合は、桟木1の直下に吹付け断熱材(硬質ウレタンフォーム)6が配置されないことになり、桟木1にも、それなりの断熱性能はあり、断熱面全体での断熱性能は確保できているものの、例えば、吹付け断熱工事に用いられる硬質ウレタンフォームと熱伝導率に関して比較した場合、桟木(3種)の熱伝導率は、0.19W/m・kであり、硬質
ウレタンフォームの熱伝導率0.026W/m・kに対し、桟木は約7.3倍の熱伝導率を
有することとなり、その断熱性能は非常に低いと思われる。
In order to solve the problem that this indoor space becomes narrow, as shown in FIG. 25, when attaching the pier 1 in front of the frame concrete part and performing the spray insulation work of the frame concrete in the post-construction, The spray insulation material (rigid urethane foam) 6 will not be arranged directly under the pier 1, and the pier 1 also has a certain heat insulation performance, and although the heat insulation performance on the entire heat insulation surface can be secured, for example, When comparing the thermal conductivity with the rigid urethane foam used for spray insulation work, the thermal conductivity of the pier (3 types) is 0.19 W / m · k, and the thermal conductivity of the rigid urethane foam is 0.026 W. The pier has a thermal conductivity of about 7.3 times that of / m · k, and its thermal insulation performance seems to be very low.

以上の2点は、建物全体の断熱性能にさほど影響がないが、桟木が占める微小面積による局所的な断熱性能の低下とは言え、性能的に好ましいものではない。   The above two points have no significant influence on the heat insulation performance of the entire building, but it is not preferable in terms of performance although it is a local decrease in heat insulation performance due to the small area occupied by the pier.

ところで、主に冷蔵庫用として普及している真空断熱材(樹脂フィルムやアルミ箔などのガスバリア性フィルムで形成した密閉容器の内部を減圧した断熱材)は、吹付け断熱材に比して断熱性能が遥かに高く、5mm程度の厚みでも、硬質ウレタンフォーム50mmに匹敵する断熱性能を有する。   By the way, vacuum heat insulating material (heat insulating material with reduced pressure inside a sealed container formed of a gas barrier film such as resin film or aluminum foil), which is widely used for refrigerators, has heat insulation performance compared to spray heat insulating material. However, even with a thickness of about 5 mm, it has a heat insulation performance comparable to 50 mm of rigid urethane foam.

従って、厚さ5mm程度の真空断熱材を桟木の直下に配置することによって、桟木が占める微小面積による局所的な断熱性能の低下を回避することが可能であると思われる。しかし、真空断熱材を桟木の直下に配置した場合、桟木に、石膏ボード用の木軸(胴縁や間
柱)、サッシュ周りに配置される膳板やカーテンボックスといった各種の建物内装用部材
を釘やビスで固定する際、真空断熱材のガスバリア性フィルムをビスや釘で損傷する可能性がある。
Therefore, it is considered that a local heat insulation performance degradation due to a small area occupied by the pier can be avoided by arranging a vacuum heat insulating material having a thickness of about 5 mm immediately below the pier. However, when vacuum insulation material is placed directly under the pier, nails are attached to the pier, such as wooden shafts for the gypsum boards (both edges and studs), sashes and curtain boxes placed around the sash. When fixing with a screw or a screw, the gas barrier film of the vacuum heat insulating material may be damaged by a screw or a nail.

尚、真空断熱材を建築物用断熱材として使用する場合、釘打ちや切断加工を行っても断熱パネル全体としての断熱性能の劣化を小さく抑制できるようにする技術は、特許文献1によって既に知られている。   In addition, when using a vacuum heat insulating material as a heat insulating material for a building, a technique that can suppress deterioration of the heat insulating performance of the entire heat insulating panel even if nailing or cutting is already known from Patent Document 1. It has been.

しかしながら、この公知技術は、平坦な基部フィルム上の複数箇所に断熱材とそれを覆うカバーフィルムを配し、各断熱材を配した領域を減圧すると共にその周縁でカバーフィルムを基部フィルムに固着した構造の一定高さの真空断熱部を備えた第一真空断熱材と、真空断熱部の配置及び形状、寸法を、該真空断熱部が前記第一真空断熱材に形成している複数の真空断熱部の間の凹部に嵌めこまれるように設定した同様な構成の第二真空断熱材
とを向かい合わせ、第一真空断熱材の真空断熱部の間に第二真空断熱材の真空断熱部を嵌め込む形態に組み合わせ、第一真空断熱材と第二真空断熱材を互いに固定してパネル形態としたものであり、個々の真空断熱部が30〜200mm角程度、或いは、10〜400cm程度の面積とされている。
However, in this known technique, a heat insulating material and a cover film covering the heat insulating material are arranged at a plurality of locations on the flat base film, the area where each heat insulating material is arranged is decompressed, and the cover film is fixed to the base film at the periphery. The first vacuum heat insulating material having a vacuum heat insulating portion having a constant height in structure, and the plurality of vacuum heat insulating materials formed in the first vacuum heat insulating material by the vacuum heat insulating portion in the arrangement, shape and dimensions of the vacuum heat insulating portion. A second vacuum heat insulating material with the same configuration set to be fitted in the recess between the two parts is faced, and the vacuum heat insulating part of the second vacuum heat insulating material is fitted between the vacuum heat insulating parts of the first vacuum heat insulating material. The first vacuum heat insulating material and the second vacuum heat insulating material are fixed to each other to form a panel shape, and each vacuum heat insulating portion has an area of about 30 to 200 mm square, or about 10 to 400 cm 2. It is said .

従って、釘を打ち込んだ際、断熱パネル全体としての断熱性能の劣化を小さく抑制できるとは言え、幅がせいぜい50mm程度である桟木の直下に配置して、桟木が占める微小面積による局所的な断熱性能の低下を回避する真空断熱材としての使用には全く不向きである。   Therefore, when nails are driven in, the deterioration of the heat insulation performance of the heat insulation panel as a whole can be suppressed to a small extent, but it is placed directly under the pier having a width of about 50 mm at most, and the local heat insulation due to the small area occupied by the pier It is completely unsuitable for use as a vacuum heat insulating material that avoids performance degradation.

特開2007−56547号公報JP 2007-56547 A

本発明は、上述した諸点に留意してなされたものであって、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避できるようにすることを目的としている。   The present invention has been made in consideration of the above-described points, and it is an object of the present invention to reliably avoid a local decrease in heat insulation performance due to a small area occupied by a crosspiece.

上記の目的を達成するために、本発明が講じた技術手段は、次の通りである。即ち、請求項1に記載の発明は、下地用の桟木と、その裏面に配置した真空断熱材との間に、前記桟木に打ち込まれたビス又は釘による真空断熱材の損傷を防止するための金属製保護板が設けられて成る下地用断熱桟木を特徴としている。   In order to achieve the above object, the technical means taken by the present invention are as follows. That is, the invention according to claim 1 is for preventing damage to the vacuum heat insulating material due to screws or nails driven into the pier between the base pier and the vacuum heat insulating material disposed on the back surface thereof. It is characterized by a heat insulating pier for groundwork provided with a metal protective plate.

請求項2に記載の発明は、請求項1に記載の下地用断熱桟木であって、金属製保護板の両側辺に、裏面側へ略直角に折れ曲った第一板部とその先端から略直角に折り返された釘孔付きの第二板部とから成る支持板が折曲連設されていることを特徴としている。   The invention according to claim 2 is the base heat insulating pier according to claim 1, wherein the first plate part bent substantially at right angles to the back surface side on both sides of the metal protection plate and substantially from the tip thereof. A support plate composed of a second plate portion with a nail hole folded back at a right angle is provided in a continuous manner.

請求項3に記載の発明は、請求項1に記載の下地用断熱桟木であって、金属製保護板が、真空断熱材を収容した断面長方形の金属製の角筒状ケースの表面側板部によって形成され、角筒状ケースの裏面側板部の両側辺に、当該裏面側板部と面一状に突出した釘孔付き突片が連設されていることを特徴としている。   The invention according to claim 3 is the base heat insulating pier according to claim 1, wherein the metal protection plate is formed by a surface side plate portion of a rectangular metal case having a rectangular cross section containing a vacuum heat insulating material. It is characterized in that projecting pieces with nail holes projecting from the back side plate part are provided on both sides of the back side plate part of the rectangular tube case.

請求項4に記載の発明は、真空断熱材と、その表面を覆う金属製保護板とを備え、金属製保護板には、その両側方へ面一状に突出した複数の釘孔付き突片が連設され、金属製保護板の上に下地用の桟木を固定可能に構成し、桟木に打ち込まれたビス又は釘による真空断熱材の損傷を金属製保護板で防止するように構成した桟木用断熱材を特徴としている。   The invention according to claim 4 is provided with a vacuum heat insulating material and a metal protective plate covering the surface thereof, and the metal protective plate has a plurality of projections with nail holes protruding in a flush manner on both sides thereof Is constructed in such a way that the base pier can be fixed on the metal protective plate, and the metal protective plate prevents damage to the vacuum insulation material by screws or nails driven into the pier. It is characterized by thermal insulation.

請求項5に記載の発明は、請求項4に記載の桟木用断熱材であって、金属製保護板が、真空断熱材を収容した断面長方形の金属製の角筒状ケースの表面側板部によって形成されていることを特徴としている。   Invention of Claim 5 is the heat insulating material for piers of Claim 4, Comprising: The metal protection board is by the surface side board part of the rectangular rectangular metal case with the cross-section rectangle which accommodated the vacuum heat insulating material. It is characterized by being formed.

請求項6に記載の発明は、請求項5に記載の桟木用断熱材であって、角筒状ケースの表面側板部の両側辺に、当該表面側板部と面一状に突出した複数の袋ナットが連設されていることを特徴としている。   Invention of Claim 6 is the heat insulating material for piers of Claim 5, Comprising: On the both sides of the surface side board part of a square tube-shaped case, the several bag which protruded in the same surface with the said surface side board part It is characterized by a continuous nut.

請求項7に記載の発明は、請求項1〜3の何れかに記載の下地用断熱桟木を用いた桟木の断熱構造であって、請求項1〜3の何れかに記載の下地用断熱桟木が建物の躯体コンクリートの表面に桟木を外向きにした状態に固定され、躯体コンクリートの表面に吹付け断
熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴としている。
The invention according to claim 7 is a heat insulating structure of the pier using the heat insulating pier for ground according to any one of claims 1 to 3, and the heat insulating pier for ground according to any one of claims 1 to 3. Is fixed to the building concrete surface with the pier facing outward, and the spray insulation is applied to the surface of the concrete frame with the surface of the pier exposed from the spray insulation layer. Building interior members such as shafts, slats and curtain boxes are fixed with screws or nails.

請求項8に記載の発明は、請求項4又は5に記載の桟木用断熱材を用いた桟木の断熱構造であって、請求項4又は5に記載の桟木用断熱材が建物の躯体コンクリートに金属製保護板を躯体コンクリートの表面に露出させた状態に埋設され、桟木が金属製保護板の上に載った状態に接着剤によって固定され、躯体コンクリートの表面に吹付け断熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴としている   Invention of Claim 8 is the heat insulation structure of a pier using the heat insulating material for piers of Claim 4 or 5, Comprising: The heat insulating material for piers of Claim 4 or 5 is the building concrete of a building The metal protection plate is buried in the state where it is exposed on the surface of the concrete frame, the pier is fixed on the metal protection plate with an adhesive, and the spray insulation is applied to the surface of the frame concrete. It is constructed in a state where it is exposed from the spraying insulation layer, and building interior members such as wooden shafts, slats and curtain boxes are fixed to the pier with screws or nails.

請求項9に記載の発明は、請求項6に記載の桟木用断熱材を用いた桟木の断熱構造であって、請求項6に記載の桟木用断熱材が建物の躯体コンクリートに金属製保護板を躯体コンクリートの表面に露出させた状態に埋設され、袋ナットと、袋ナットにビス止めした桟木取付け用のL型金具との間に断熱シートが介装され、相対向するL型金具の立上り片間に配置した桟木が、それらを貫通するボルトとそれに螺合するナットによって金属製保護板の上に載った状態に固定され、躯体コンクリートの表面に吹付け断熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴としている。   Invention of Claim 9 is the heat insulation structure of the pier using the heat insulator for piers of Claim 6, Comprising: The heat insulator for piers of Claim 6 is a metal protection board to the concrete of a building Is exposed on the surface of the frame concrete, and a heat insulating sheet is interposed between the cap nut and the L-shaped bracket for attaching the piercing screw to the cap nut, and the rise of the opposing L-shaped bracket The pier placed between the pieces is fixed on the metal protective plate by bolts passing through them and the nuts screwed to them, and the spray insulation is sprayed on the surface of the concrete frame. It is constructed in a state where it is exposed from the heat insulating material layer, and building interior members such as wooden shafts, slats and curtain boxes are fixed to the pier with screws or nails.

請求項1に記載の発明による下地用断熱桟木は、下地用の桟木と、その裏面に配置した真空断熱材との間に、前記桟木に打ち込まれたビス又は釘による真空断熱材の損傷を防止するための金属製保護板が設けられて成るものであるから、従来の下地用桟木と同様な取扱いが可能であり、それでいて、下地用断熱桟木を躯体コンクリートに接着した後、桟木の上に、石膏ボード用の木軸(胴縁や間柱)、サッシュ周りの膳板、カーテンボックス等の建物内装用部材をビス止め・釘止めする際、ビスや釘をうっかりして真空断熱材まで打ち込んでしまう虞がない。従って、従来通り、躯体コンクリートに対する桟木の固定後、吹付け断熱工事を行っても、桟木の下に配置された真空断熱材による断熱効果が確実に発揮されることになり、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避することができる。   According to the first aspect of the present invention, there is provided a base heat insulating pier for preventing damage to the vacuum heat insulating material due to screws or nails driven into the pier between the base pier and the vacuum heat insulating material disposed on the back surface thereof. Because it is provided with a metal protective plate, it can be handled in the same way as a conventional base pier, and after bonding the base heat insulating pier to the frame concrete, on the pier, When screwing or nailing building interior parts such as wooden shafts (both edges and studs) for gypsum boards, sashes around sashes, curtain boxes, etc., the screws and nails are inadvertently driven into the vacuum insulation. There is no fear. Therefore, as in the past, after fixing the pier to the concrete frame, even if the spray insulation work is performed, the heat insulation effect by the vacuum heat insulating material arranged under the pier will surely be exhibited, depending on the micro area occupied by the pier A local decrease in heat insulation performance can be reliably avoided.

請求項2に記載の発明による下地用断熱桟木は、金属製保護板の両側辺に、裏面側へ略直角に折れ曲った第一板部とその先端から略直角に折り返された釘孔付きの第二板部とから成る支持板が折曲連設されているので、何らかの原因によって、下地用断熱桟木に桟木を躯体コンクリートの表面に押し付ける方向の外力が作用しても、支持板の第一板部から躯体コンクリートへと力が伝達されることになり、桟木に加えられた荷重を支持板で支えることができるので、真空断熱材が押し潰されず、真空断熱材の厚みを一定に保ち得る。   The heat insulating pier for ground according to the invention of claim 2 is provided with a first plate portion bent at a substantially right angle to the back surface side and a nail hole folded at a substantially right angle from the front end on both sides of the metal protection plate. Since the support plate composed of the second plate portion is bent and connected, even if an external force acts in the direction of pressing the pier against the surface of the concrete frame for some reason, the first of the support plate The force is transmitted from the plate part to the frame concrete, and the load applied to the pier can be supported by the support plate, so the vacuum heat insulating material is not crushed and the thickness of the vacuum heat insulating material can be kept constant. .

また、躯体コンクリートが壁面や梁側面のような垂直面である場合でも、第二板部を垂直面にコンクリート釘で固定することにより、建物内装用下地材を確実に固定でき、建物内装用下地材に引張力が作用しても、建物内装用下地材が躯体コンクリートから剥がれる虞がない。従って、桟木にビスや釘で固定される建物内装用部材が、カーテンを開け閉めする都度、引張力が作用するカーテンボックスである場合に好適である。   In addition, even when the frame concrete is a vertical surface such as a wall surface or a beam side surface, by fixing the second plate part to the vertical surface with concrete nails, the building interior base material can be securely fixed, and the building interior base material Even if a tensile force acts on the material, there is no possibility that the base material for building interior will be peeled off from the concrete. Therefore, it is suitable when the building interior member fixed to the pier with screws or nails is a curtain box in which a tensile force acts every time the curtain is opened and closed.

請求項3に記載の発明によれば、真空断熱材が断面長方形の金属製の角筒状ケースに収容されているので、何らかの原因によって、下地用断熱桟木に桟木を躯体コンクリートの表面に押し付ける方向の外力が作用しても、角筒状ケースから躯体コンクリートへと力が伝達されることになり、桟木に加えられた荷重を角筒状ケースで支えることができるので、真空断熱材が押し潰されず、真空断熱材の厚みを一定に保ち得る。   According to the invention described in claim 3, since the vacuum heat insulating material is housed in the rectangular metal case having a rectangular cross section, for some reason, the pier is pressed against the surface of the frame concrete against the base heat insulating pier. Even if the external force is applied, the force is transmitted from the rectangular cylindrical case to the concrete frame, and the load applied to the pier can be supported by the rectangular cylindrical case, so the vacuum insulation is crushed. Therefore, the thickness of the vacuum heat insulating material can be kept constant.

また、金属製の角筒状ケースの表面側板部が桟木に打ち込まれたビス又は釘による真空断熱材の損傷を防止するための金属製保護板として機能するので、建物内装用部材を桟木にビス又は釘で固定する際、うっかりと、ビス又は釘を真空断熱材まで打ち込んでしまう虞がなく、真空断熱材本来の断熱効果を確実に発揮させることができ、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   In addition, since the surface side plate of the metal square tube case functions as a metal protective plate to prevent damage to the vacuum heat insulating material by screws or nails driven into the pier, the building interior members are screwed into the pier. Or when fixing with nails, there is no risk of inadvertently driving a screw or nail into the vacuum heat insulating material, and the heat insulating effect inherent to the vacuum heat insulating material can be reliably exhibited, and the local area due to the small area occupied by the pier A decrease in heat insulation performance can be reliably avoided.

しかも、角筒状ケースの裏面側板部の両側辺に、当該裏面側板部と面一状に突出した釘孔付き突片が連設されているので、躯体コンクリートの表面が壁面や梁側面のような垂直面である場合でも、釘孔付き突片をコンクリート釘で躯体コンクリートの表面に固定しておくことにより、下地用断熱桟木に引張力が作用しても、下地用断熱桟木が躯体コンクリートから剥がれる虞がない。   In addition, since the projecting pieces with nail holes projecting flush with the back side plate part are connected to both sides of the back side plate part of the rectangular tube case, the surface of the concrete frame looks like a wall surface or a beam side surface. Even if it is a vertical surface, by fixing the projecting piece with a nail hole to the surface of the frame concrete with concrete nails, even if a tensile force acts on the base insulation frame, the base insulation frame will be removed from the frame concrete. There is no risk of peeling.

請求項4に記載の発明によれば、桟木用断熱材を躯体コンクリートに真空断熱材の金属製保護板が躯体コンクリートと面一になるように埋め込んで、金属製保護板に下地用の桟木を接着剤等により固定することになるので、桟木用断熱材の厚み分、桟木の厚みを薄くしなくても、室内空間が狭くなることがない。   According to the invention described in claim 4, the heat insulating material for the pier is embedded in the frame concrete so that the metal protective plate of the vacuum heat insulating material is flush with the frame concrete, and the pier for the base is placed on the metal protective plate. Since it is fixed by an adhesive or the like, the indoor space is not narrowed even if the thickness of the pier is not reduced by the thickness of the pierce heat insulating material.

また、桟木の固定後、吹付け断熱工事を行うことになるので、桟木の直下に吹付け断熱材(硬質ウレタンフォーム)を施工できないが、桟木と躯体コンクリートとの間には、硬質ウレタンフォームよりも断熱性能が遥かに高い真空断熱材が配置されているので、桟木の両側に形成された吹付け断熱材層以上の断熱効果が発揮されることになる。しかも、釘孔付き突片の上には、吹付け断熱工事により必要とする厚さの吹付け断熱材層を形成できるので、釘孔付き突片がヒートブリッジの要因にならない。   In addition, since spray insulation work will be performed after fixing the pier, spray insulation (rigid urethane foam) cannot be installed directly under the pier, but between the pier and the reinforced concrete, rigid urethane foam In addition, since the vacuum heat insulating material having a much higher heat insulating performance is arranged, the heat insulating effect more than the spray heat insulating material layer formed on both sides of the pier is exhibited. In addition, since the spray heat insulating material layer having a thickness required by the spray heat insulation work can be formed on the protrusion with the nail hole, the protrusion with the nail hole does not cause a heat bridge.

殊に、桟木と真空断熱材の間には、ビスや釘が貫通し難い金属製保護板が配置されているので、建物内装用部材を桟木にビス又は釘で固定する際、うっかりと、ビス又は釘を真空断熱材まで打ち込んでしまう虞がなく、真空断熱材本来の断熱効果を確実に発揮させることができ、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   In particular, a metal protective plate that is difficult for screws and nails to pass through is placed between the pier and the vacuum heat insulating material. Therefore, when fixing a building interior member to the pier with a screw or a nail, inadvertently, Or, there is no risk of driving nails into the vacuum heat insulating material, the heat insulating effect inherent to the vacuum heat insulating material can be surely exhibited, and local deterioration of the heat insulating performance due to the small area occupied by the pier can be reliably avoided. is there.

請求項5に記載の発明によれば、上記の効果に加え、断面長方形の金属製の角筒状ケースに真空断熱材を収容して、角筒状ケースの表面側板部を真空断熱材の金属製保護板とした桟木用断熱材であるため、真空断熱材を金属製保護板に接着する必要がなく、桟木用断熱材の製造が容易であるという効果がある。   According to invention of Claim 5, in addition to said effect, a vacuum heat insulating material is accommodated in the metal rectangular tube case with a rectangular cross section, and the surface side board part of a square tube case is made of the metal of a vacuum heat insulating material. Since it is a heat insulating material for piers made of a protective plate, there is no need to bond a vacuum heat insulating material to a metal protective plate, and there is an effect that it is easy to manufacture the heat insulating material for piers.

請求項6に記載の発明によれば、上記の効果に加え、袋ナットにL型金具をビス止めすることにより、相対向するL型金具の立上り片間に桟木を配置して、ボルト・ナットで固定することができるので、現場で接着剤を使用する必要がないという効果がある。   According to the sixth aspect of the present invention, in addition to the above-described effect, by fixing the L-shaped bracket to the cap nut with screws, the pier is arranged between the rising pieces of the opposing L-shaped bracket, and the bolt and nut Since it can be fixed with an adhesive, there is no need to use an adhesive on site.

請求項7に記載の発明によれば、下地用断熱桟木を躯体コンクリートの表面に接着した後、吹付け断熱工事を行うので、桟木の直下に吹付け断熱材を施工できないが、桟木と躯体コンクリートとの間には、吹付け断熱材よりも断熱性能が遥かに高い真空断熱材が配置されているので、桟木の両側に形成された吹付け断熱材層以上の断熱効果が発揮されることになる。   According to the invention described in claim 7, since the spray insulation work is performed after the base heat insulating pier is bonded to the surface of the concrete frame, the spray heat insulating material cannot be constructed directly under the pier. Since a vacuum heat insulating material that has a much higher heat insulating performance than the spray heat insulating material is arranged between the two, the heat insulating effect more than the spray heat insulating material layer formed on both sides of the pier is demonstrated. Become.

しかも、桟木と真空断熱材の間には、ビスや釘が貫通し難い金属製保護板が配置されているので、建物内装用部材を桟木にビス又は釘で固定する際、うっかりと、ビス又は釘を真空断熱材まで打ち込んでしまう虞がなく、真空断熱材本来の断熱効果を確実に発揮させることができ、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避し得る
のである。
Moreover, since a metal protective plate that is difficult for screws and nails to pass through is placed between the pier and the vacuum heat insulating material, when fixing the building interior member to the pier with screws or nails, accidentally, screws or There is no risk of driving nails into the vacuum insulation material, the heat insulation effect inherent to the vacuum insulation material can be reliably exerted, and local deterioration of the insulation performance due to the small area occupied by the pier can be reliably avoided. .

請求項8に記載の発明によれば、桟木用断熱材を躯体コンクリートに真空断熱材の金属製保護板が躯体コンクリートと面一になるように埋め込んで、金属製保護板に下地用の桟木を接着剤等により固定することになるので、桟木用断熱材の厚み分、桟木の厚みを薄くしなくても、室内空間が狭くなることがない。   According to the eighth aspect of the present invention, the heat insulating material for the pier is embedded in the frame concrete so that the metal protective plate of the vacuum heat insulating material is flush with the frame concrete, and the pier for the base is placed on the metal protective plate. Since it is fixed by an adhesive or the like, the indoor space is not narrowed even if the thickness of the pier is not reduced by the thickness of the pierce heat insulating material.

また、躯体コンクリートに埋設された桟木用断熱材の金属製保護板に下地用の桟木を接着剤等により固定した後、吹付け断熱工事を行うことになるので、桟木の直下に吹付け断熱材を施工できないが、桟木と躯体コンクリートとの間には、吹付け断熱材よりも断熱性能が遥かに高い真空断熱材が配置されているので、桟木の両側に形成された吹付け断熱材層以上の断熱効果が発揮されることになる。しかも、釘孔付き突片の上には、吹付け断熱工事により必要とする厚さの吹付け断熱材層を形成できるので、釘孔付き突片がヒートブリッジの要因にならない。   In addition, after fixing the base pier to the metal protective plate of the pier thermal insulation embedded in the concrete with adhesive, etc., the spray insulation work will be performed, so the spray thermal insulation directly under the pier However, the vacuum insulation material, which has far higher insulation performance than the spray insulation material, is placed between the pier and the frame concrete, so it is more than the spray insulation layer formed on both sides of the pier. The heat insulation effect is exhibited. In addition, since the spray heat insulating material layer having a thickness required by the spray heat insulation work can be formed on the protrusion with the nail hole, the protrusion with the nail hole does not cause a heat bridge.

殊に、桟木と真空断熱材の間には、ビスや釘が貫通し難い金属製保護板が配置されているので、建物内装用部材を桟木にビス又は釘で固定する際、うっかりと、ビス又は釘を真空断熱材2まで打ち込んでしまう虞がなく、真空断熱材2本来の断熱効果を確実に発揮させることができ、桟木が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   In particular, a metal protective plate that is difficult for screws and nails to pass through is placed between the pier and the vacuum heat insulating material. Therefore, when fixing a building interior member to the pier with a screw or a nail, inadvertently, Or, there is no risk that nails will be driven into the vacuum heat insulating material 2, the original heat insulating effect of the vacuum heat insulating material 2 can be surely exhibited, and the local deterioration of the heat insulating performance due to the small area occupied by the pier is surely avoided. To get.

請求項9に記載の発明によれば、上記の効果に加え、袋ナットにビス止めしたL型金具の立上り片間に桟木を配置して、ボルト・ナットで固定するので、現場で接着剤を使用する必要がないという効果がある。また、袋ナットにビス止めしたL型金具に桟木をボルト・ナットで固定しているにもかかわらず、袋ナットとL型金具の間に断熱シートを介装させたので、L型金具がヒートブリッジの要因にならない。   According to the ninth aspect of the present invention, in addition to the above-described effects, a crosspiece is arranged between the rising pieces of the L-shaped bracket screwed to the cap nut and fixed with bolts and nuts. There is an effect that it is not necessary to use. In addition, even though the crosspiece is fixed to the L-shaped bracket secured to the cap nut with bolts and nuts, a heat insulation sheet is interposed between the cap nut and the L-shaped bracket, so the L-shaped bracket is heated. Does not cause bridging.

本発明に係る下地用断熱桟木を例示する断面図である。It is sectional drawing which illustrates the heat insulation pier for foundation | substrate which concerns on this invention. 図1の下地用断熱桟木を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulation pier for base | substrate of FIG. 本発明の他の実施形態を示す下地用断熱桟木の断面図である。It is sectional drawing of the heat insulation jetty for foundation | substrates which shows other embodiment of this invention. 図3の下地用断熱桟木を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulation pier for base | substrate of FIG. 本発明の他の実施形態を示す下地用断熱桟木の断面図である。It is sectional drawing of the heat insulation jetty for foundation | substrates which shows other embodiment of this invention. 図5の下地用断熱桟木を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulation pier for base | substrate of FIG. 本発明に係る桟木用断熱材の分解斜視図である。It is a disassembled perspective view of the heat insulating material for piers which concerns on this invention. 図7の桟木用断熱材を用いた桟木の断熱構造の施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 図8に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図9に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図10に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図7の桟木用断熱材を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 本発明の他の実施形態を示す桟木用断熱材の斜視図である。It is a perspective view of the heat insulating material for piers which shows other embodiment of this invention. 図13の桟木用断熱材を用いた桟木の断熱構造の施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 図14に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図13の桟木用断熱材を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 本発明の他の実施形態を示す桟木用断熱材の斜視図である。It is a perspective view of the heat insulating material for piers which shows other embodiment of this invention. 図17の桟木用断熱材を用いた桟木の断熱構造の施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 図18に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図19に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図20に続く施工手順を説明する断面図である。It is sectional drawing explaining the construction procedure following FIG. 図17の桟木用断熱材を用いた桟木の断熱構造の断面図である。It is sectional drawing of the heat insulation structure of the pier using the heat insulating material for piers of FIG. 本発明の他の実施形態を示す桟木用断熱材の斜視図である。It is a perspective view of the heat insulating material for piers which shows other embodiment of this invention. 本発明の他の実施形態を示す桟木用断熱材の斜視図である。It is a perspective view of the heat insulating material for piers which shows other embodiment of this invention. 従来例を説明する断面図である。It is sectional drawing explaining a prior art example. 他の従来例を説明する断面図である。It is sectional drawing explaining another prior art example.

図1は本発明に係る下地用断熱桟木Aを示し、図2はその下地用断熱桟木Aを用いた桟木1の断熱構造を示す。前記下地用断熱桟木Aは、下地用の桟木1と、その裏面に配置した真空断熱材2との間に、前記桟木1に打ち込まれたビス又は釘3による真空断熱材2の損傷を防止するための金属製保護板4が設けられて成る複合材である。   FIG. 1 shows a base heat insulating pier A according to the present invention, and FIG. 2 shows a heat insulating structure of the pier 1 using the base heat insulating pier A. The base heat insulating pier A prevents damage to the vacuum heat insulating material 2 due to screws or nails 3 driven into the pier 1 between the base pier 1 and the vacuum heat insulating material 2 disposed on the back surface thereof. This is a composite material provided with a metal protection plate 4 for the purpose.

下地用の桟木1としては、多くの場合、適当な太さ、例えば、厚さ20〜30mm程度(好ましくは20mm程度)、幅30〜60mm程度(好ましくは50mm程度)の無垢材(角材)が用いられるが、材質としては、ビスや釘3が効くものであれば、無垢材に限らず、例えば、集成材、LVL単板積層材、合板などの木質材料であってもよい。金属製保護板4としては、ビスや釘が貫通し難い硬度を有する金属であれば足り、鉄板、鋼板などでもよいが、発錆の虞がない点で、ステンレス鋼板であることが望ましい。金属製保護板4の厚さは、その材質にもよるが、2mm程度が望ましい。余り薄いと、ビスや釘3が貫通し易く、余りに厚いと重量が増し、不経済であるからである。   As the pier 1 for the foundation, in many cases, a solid material (square material) having an appropriate thickness, for example, a thickness of about 20 to 30 mm (preferably about 20 mm) and a width of about 30 to 60 mm (preferably about 50 mm) is used. Although it is used, the material is not limited to a solid material as long as screws and nails 3 are effective, and may be a woody material such as a laminated material, an LVL single plate laminated material, or a plywood. The metal protection plate 4 may be a metal having a hardness that is difficult for screws and nails to penetrate, and may be an iron plate, a steel plate, or the like, but is preferably a stainless steel plate because there is no risk of rusting. The thickness of the metal protection plate 4 is preferably about 2 mm, although it depends on the material. This is because if it is too thin, the screw or the nail 3 can easily penetrate, and if it is too thick, the weight increases, which is uneconomical.

真空断熱材2は、樹脂フィルムやアルミ箔などのガスバリア性フィルムで形成した密閉容器の内部を減圧した既知構造の断熱材であり、厚さ5mm程度に設定することが、硬質ウレタンフォーム50mmに匹敵する断熱性能を確保できる点で、好ましい。   The vacuum heat insulating material 2 is a heat insulating material having a known structure in which the inside of a sealed container formed of a gas barrier film such as a resin film or aluminum foil is decompressed, and setting it to a thickness of about 5 mm is comparable to a hard urethane foam of 50 mm. It is preferable at the point which can ensure the heat insulation performance to do.

上記の下地用断熱桟木Aは、図1に示すように、躯体コンクリート5の表面に桟木1を外向きにした状態に接着した後、図2に示すように、吹付け断熱工事により躯体コンクリート5の表面に、吹付け断熱材(硬質ウレタンフォーム)6による厚さ25mm程度の吹付け断熱材層を、桟木1の表面が吹付け断熱材層から露出した状態に形成し、桟木1に建物内装用部材をビス又は釘3で固定して、桟木1の断熱構造を構成すべく使用される。建物内装用部材としては、例えば、石膏ボード用の木軸(胴縁や間柱)、サッシュ周りに配置される膳板やカーテンボックスなど各種の部材が使用されるが、図示の例では、石膏ボード7を取り付ける木軸8である。   As shown in FIG. 1, the base heat insulating pier A is bonded to the surface of the skeleton concrete 5 with the pier 1 facing outward, and then, as shown in FIG. 2, the reinforced concrete 5 The surface of the pier 1 is formed with a surface of the pier 1 exposed from the blast insulator layer, and the interior of the pier 1 is a building interior. The structural member is fixed with screws or nails 3 to form a heat insulating structure of the pier 1. As a member for building interior, for example, various members such as a wooden shaft for a gypsum board (trunk edge and studs), a sash and curtain box arranged around the sash are used. 7 is a wooden shaft 8 to which 7 is attached.

上記の構成によれば、下地用断熱桟木Aを躯体コンクリート5の表面に接着した後、吹付け断熱工事を行うので、桟木1の直下に吹付け断熱材(硬質ウレタンフォーム)6を施工できないが、桟木1と躯体コンクリート5との間には、硬質ウレタンフォームよりも断熱性能が遥かに高い真空断熱材2が配置されているので、桟木1の両側に形成された吹付け断熱材層以上の断熱効果が発揮されることになる。   According to the above configuration, the spray insulation material (hard urethane foam) 6 cannot be constructed directly below the pier 1 because the spray insulation work is performed after the base insulation pier A is bonded to the surface of the frame concrete 5. Between the pier 1 and the frame concrete 5, the vacuum heat insulating material 2 having a much higher heat insulating performance than that of the rigid urethane foam is disposed. A heat insulation effect will be exhibited.

しかも、桟木1と真空断熱材2の間には、ビスや釘3が貫通し難い金属製保護板4が配置されているので、建物内装用部材を桟木1にビス又は釘3で固定する際、うっかりと、ビス又は釘3を真空断熱材2まで打ち込んでしまう虞がなく、真空断熱材2本来の断熱効果を確実に発揮させることができ、桟木1が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   Moreover, since a metal protective plate 4 that is difficult for the screws and nails 3 to pass through is disposed between the pier 1 and the vacuum heat insulating material 2, when the building interior member is fixed to the pier 1 with screws or nails 3. There is no risk of inadvertently driving the screw or nail 3 to the vacuum heat insulating material 2, the heat insulating effect inherent to the vacuum heat insulating material 2 can be surely exhibited, and the local heat insulating performance due to the small area occupied by the pier 1 It is possible to surely avoid the decrease in the above.

図3は本発明に係る下地用断熱桟木Aの他の実施形態を示し、図4はその下地用断熱桟木Aを用いた桟木1の断熱構造を示す。この実施形態における下地用断熱桟木Aは、下地
用の桟木1と、その裏面に配置した真空断熱材2との間に設けられた金属製保護板4の両側辺に、裏面側へ略直角に折れ曲った第一板部9aとその先端から略直角に折り返された釘孔付きの第二板部9bとから成る支持板9を折曲連設した点に特徴がある。
FIG. 3 shows another embodiment of the base heat insulating pier A according to the present invention, and FIG. 4 shows the heat insulating structure of the pier 1 using the base heat insulating pier A. In this embodiment, the base heat insulating pier A is substantially perpendicular to the back surface side on both sides of the metal protection plate 4 provided between the base pier 1 and the vacuum heat insulating material 2 disposed on the back surface thereof. It is characterized in that the support plate 9 including the bent first plate portion 9a and the second plate portion 9b with a nail hole turned substantially perpendicularly from the front end thereof is bent and connected.

上記の構成によれば、何らかの原因によって、下地用断熱桟木Aに桟木1を躯体コンクリート5の表面に押し付ける方向の外力が作用しても、支持板9の第一板部9aから躯体コンクリート5へと力が伝達されることになり、桟木1に加えられた荷重を支持板9で支えることができるので、真空断熱材2が押し潰されず、真空断熱材2の厚みを一定に保ち得る。   According to the above configuration, even if an external force acting in the direction of pressing the pier 1 against the surface of the frame concrete 5 acts on the ground insulation pier A for some reason, the first plate portion 9a of the support plate 9 moves to the frame concrete 5. Therefore, the load applied to the pier 1 can be supported by the support plate 9, so that the vacuum heat insulating material 2 is not crushed and the thickness of the vacuum heat insulating material 2 can be kept constant.

また、躯体コンクリート5の表面が壁面や梁側面のような垂直面である場合、図3、図4に仮想線で示すように、支持板9の第二板部9bをコンクリート釘10で躯体コンクリート5の表面に固定しておくことにより、下地用断熱桟木Aに引張力が作用しても、下地用断熱桟木Aが躯体コンクリート5から剥がれる虞がない。   When the surface of the concrete frame 5 is a vertical surface such as a wall surface or a beam side surface, the second plate portion 9b of the support plate 9 is made of the concrete nail 10 with the concrete nails 10 as shown by phantom lines in FIGS. By fixing to the surface of 5, even if a tensile force acts on the base heat insulating pier A, there is no possibility that the base heat insulating pier A is peeled off from the concrete frame 5.

従って、桟木1にビスや釘3で固定される建物内装用部材が、カーテンを開け閉めする都度、引張力が作用するカーテンボックスである場合に好適である。支持板9は金属製保護板4の両側辺の全長にわたり連続して設けてもよく、金属製保護板4の両側辺の長手方向に間隔をあけて局部的に設けてもよい。その他の構成、作用は、図1、図2の実施形態と同じであるため、同一構成部材に同一符号を付し、説明を省略する。   Therefore, it is suitable when the building interior member fixed to the pier 1 with screws or nails 3 is a curtain box in which a tensile force acts every time the curtain is opened and closed. The support plate 9 may be provided continuously over the entire length of both sides of the metal protection plate 4, or may be provided locally at intervals in the longitudinal direction of both sides of the metal protection plate 4. Since other configurations and operations are the same as those of the embodiment of FIGS. 1 and 2, the same components are denoted by the same reference numerals and description thereof is omitted.

図5は本発明に係る下地用断熱桟木Aの他の実施形態を示し、図6はその下地用断熱桟木Aを用いた桟木1の断熱構造を示す。この実施形態における下地用断熱桟木Aは、金属製保護板4が、真空断熱材2を収容した断面長方形の金属製の角筒状ケース40の表面側板部40aによって形成され、角筒状ケース40の裏面側板部40bの両側辺に、当該裏面側板部40bと面一状に突出した釘孔付き突片11が連設されていることを特徴としている。   FIG. 5 shows another embodiment of the base heat insulating pier A according to the present invention, and FIG. 6 shows the heat insulating structure of the pier 1 using the base heat insulating pier A. In the base heat insulating pier A in this embodiment, the metal protection plate 4 is formed by the surface side plate portion 40a of the rectangular metal case 40 having a rectangular cross section in which the vacuum heat insulating material 2 is accommodated. Projecting pieces 11 with nail holes projecting flush with the back side plate part 40b are connected to both sides of the back side plate part 40b.

上記の構成によれば、真空断熱材2が断面長方形の金属製の角筒状ケース40に収容されているので、何らかの原因によって、下地用断熱桟木Aに桟木1を躯体コンクリート5の表面に押し付ける方向の外力が作用しても、角筒状ケース40から躯体コンクリート5へと力が伝達されることになり、桟木1に加えられた荷重を角筒状ケース40で支えることができるので、真空断熱材2が押し潰されず、真空断熱材2の厚みを一定に保ち得る。   According to the above configuration, since the vacuum heat insulating material 2 is accommodated in the rectangular metal case 40 having a rectangular cross section, the pier 1 is pressed against the surface of the frame concrete 5 against the base heat insulating pier A for some reason. Even if an external force is applied in the direction, the force is transmitted from the rectangular tubular case 40 to the frame concrete 5, and the load applied to the pier 1 can be supported by the rectangular cylindrical case 40. The heat insulating material 2 is not crushed, and the thickness of the vacuum heat insulating material 2 can be kept constant.

また、金属製の角筒状ケース40の表面側板部40aが桟木1に打ち込まれたビス又は釘3による真空断熱材2の損傷を防止するための金属製保護板4として機能するので、建物内装用部材を桟木1にビス又は釘3で固定する際、うっかりと、ビス又は釘3を真空断熱材2まで打ち込んでしまう虞がなく、真空断熱材2本来の断熱効果を確実に発揮させることができ、桟木1が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   Further, since the front side plate portion 40a of the metal square tube case 40 functions as a metal protection plate 4 for preventing the vacuum heat insulating material 2 from being damaged by the screws or nails 3 driven into the pier 1, When fixing the structural member to the pier 1 with screws or nails 3, there is no risk of inadvertently driving the screws or nails 3 up to the vacuum heat insulating material 2, and the heat insulating effect inherent to the vacuum heat insulating material 2 can be reliably exhibited. Therefore, it is possible to reliably avoid local deterioration of the heat insulation performance due to the small area occupied by the pier 1.

しかも、角筒状ケース40の裏面側板部40bの両側辺に、当該裏面側板部40bと面一状に突出した釘孔付き突片11が連設されているので、躯体コンクリート5の表面が壁面や梁側面のような垂直面である場合、図5、図6に仮想線で示すように、釘孔付き突片11をコンクリート釘10で躯体コンクリート5の表面に固定しておくことにより、下地用断熱桟木Aに引張力が作用しても、下地用断熱桟木Aが躯体コンクリート5から剥がれる虞がない。   Moreover, since the projecting pieces 11 with nail holes projecting flush with the back surface side plate portion 40b are provided on both sides of the back surface side plate portion 40b of the rectangular tube-shaped case 40, the surface of the concrete frame 5 is a wall surface. In the case of a vertical surface such as a beam side, as shown by phantom lines in FIGS. Even if a tensile force is applied to the heat insulating pier A, there is no possibility that the base heat insulating pier A is peeled off from the frame concrete 5.

従って、桟木1にビスや釘3で固定される建物内装用部材が、カーテンを開け閉めする都度、引張力が作用するカーテンボックスである場合に好適である。釘孔付き突片11は
、角筒状ケース40の裏面側板部40bの両側辺に長手方向適当間隔おきに複数個設けられているが、裏面側板部40bの両側辺の全長にわたり連続して設けてもよい。その他の構成、作用は、図1、図2の実施形態と同じであるため、同一構成部材に同一符号を付し、説明を省略する。
Therefore, it is suitable when the building interior member fixed to the pier 1 with screws or nails 3 is a curtain box in which a tensile force acts every time the curtain is opened and closed. A plurality of projections 11 with nail holes are provided on both sides of the back side plate portion 40b of the rectangular tube case 40 at appropriate intervals in the longitudinal direction, but are provided continuously over the entire length of both sides of the back side plate portion 40b. May be. Since other configurations and operations are the same as those of the embodiment of FIGS. 1 and 2, the same components are denoted by the same reference numerals and description thereof is omitted.

図7は本発明に係る桟木用断熱材Bを示し、図8〜図12はその桟木用断熱材Bを用いて構成した桟木1の断熱構造を示す。前記桟木用断熱材Bは、真空断熱材2と、その表面を覆う金属製保護板4とを備え、金属製保護板4には、その両側方へ面一状に突出した複数の釘孔付き突片11と、裏面側へ突出した複数のアンカー用突出部12とが連設され、図10に示すように、金属製保護板4の上に下地用の桟木1を接着剤により固定可能に構成され、図12に示すように、桟木1に打ち込まれたビス又は釘3による真空断熱材2の損傷を金属製保護板4で防止するように構成されている点に特徴がある。   FIG. 7 shows a heat insulating material B for piers according to the present invention, and FIGS. 8 to 12 show a heat insulating structure of the pier 1 constructed using the heat insulating material B for piers. The heat insulating material B for piers includes a vacuum heat insulating material 2 and a metal protective plate 4 that covers the surface of the heat insulating material B. The metal protective plate 4 has a plurality of nail holes protruding in a flush manner on both sides thereof. The projecting piece 11 and a plurality of anchor projecting portions 12 projecting to the back surface side are provided in a row, and as shown in FIG. 10, the base pier 1 can be fixed on the metal protection plate 4 with an adhesive. As shown in FIG. 12, the metal protective plate 4 prevents the vacuum heat insulating material 2 from being damaged by the screws or nails 3 driven into the pier 1.

図示の例では、アンカー用突出部12は、金属製保護板4の両側辺から裏面側へ直角に折れ曲った板部とその先端から直角に折り返された板部とで構成されているが、アンカー用突出部12の形状、構造は適宜設計変更できる。金属製保護板4と真空断熱材2は接着剤によって互いに固定されているが、接着剤の代わりに、アンカー用突出部12で真空断熱材2の両側辺を挟持して固定したり、さらには、アンカー用突出部12の一部を真空断熱材2の裏面側に折り曲げて、その折曲部と金属製保護板4で真空断熱材2を挟持することにより、金属製保護板4と真空断熱材2を一体化してもよい。   In the illustrated example, the anchor protrusion 12 is composed of a plate portion bent at a right angle from both sides of the metal protective plate 4 to a back surface side and a plate portion folded at a right angle from the tip. The shape and structure of the anchor protrusion 12 can be appropriately changed. The metal protection plate 4 and the vacuum heat insulating material 2 are fixed to each other by an adhesive, but instead of the adhesive, the both sides of the vacuum heat insulating material 2 are sandwiched and fixed by the anchor protrusions 12, By folding a part of the anchor protrusion 12 to the back side of the vacuum heat insulating material 2 and sandwiching the vacuum heat insulating material 2 between the bent portion and the metal protective plate 4, the metal protective plate 4 and the vacuum heat insulating material are sandwiched. The material 2 may be integrated.

上記の桟木用断熱材Bを用いて構成した桟木1の断熱構造と、その施工手順を説明すると次の通りである。先ず、図8に示すように、躯体コンクリート打設用型枠13の内面に桟木用断熱材Bを釘孔付き突片11に打ち込んだ釘やビス等の止め金具14で固定する。   The heat insulation structure of the pier 1 constructed using the above pierce heat insulating material B and its construction procedure will be described as follows. First, as shown in FIG. 8, the heat insulating material B for the timber is fixed to the inner surface of the formwork 13 for placing the concrete with a stopper 14 such as a nail or a screw driven into the protruding piece 11 with a nail hole.

この状態で、型枠13内にコンクリートを打設し、養生硬化後、脱型して、図9に示すように、桟木用断熱材Bを躯体コンクリート5に、金属製保護板4が躯体コンクリート5の表面と面一状に露出された状態に埋設する。止め金具14の先端は、図示の通り、切り取っておくことが望ましい。   In this state, the concrete is placed in the mold 13, cured and cured, and then removed from the mold. As shown in FIG. 9, the insulation material B for the pier is placed on the frame concrete 5, and the metal protection plate 4 is mounted on the frame concrete. 5 is embedded in a state of being flush with the surface of 5. As shown in the figure, it is desirable to cut off the tip of the fastener 14.

次に、図10に示すように、金属製保護板4の上に下地用の桟木1を接着剤により固定した後、図11に示すように、吹付け断熱工事により躯体コンクリート5の表面に、吹付け断熱材(硬質ウレタンフォーム)6による厚さ25mm程度の吹付け断熱材層を、桟木1の表面が吹付け断熱材層から露出した状態に形成する。   Next, as shown in FIG. 10, after fixing the base pier 1 on the metal protective plate 4 with an adhesive, as shown in FIG. A spraying heat insulating material layer having a thickness of about 25 mm by the spraying heat insulating material (hard urethane foam) 6 is formed in a state where the surface of the pier 1 is exposed from the spraying heat insulating material layer.

しかる後、図12に示すように、桟木1に建物内装用部材をビス又は釘3で固定して、桟木1の断熱構造を完成するのである。建物内装用部材としては、例えば、石膏ボード用の木軸(胴縁や間柱)、サッシュ周りに配置される膳板やカーテンボックスなど各種の部材が使用される。   After that, as shown in FIG. 12, the building interior member is fixed to the pier 1 with screws or nails 3 to complete the heat insulating structure of the pier 1. As the building interior member, for example, various members such as a wooden shaft (a trunk edge and a stud) for gypsum board, a siding board and a curtain box arranged around the sash are used.

上記の構成によれば、桟木用断熱材Bを躯体コンクリート5に真空断熱材2の金属製保護板4が躯体コンクリート5と面一になるように埋め込んで、金属製保護板4に下地用の桟木1を接着剤により固定することになるので、桟木用断熱材Bの厚み分、桟木1の厚みを薄くしなくても、室内空間が狭くなることがない。   According to the above configuration, the heat insulating material B for the pier is embedded in the frame concrete 5 so that the metal protective plate 4 of the vacuum heat insulating material 2 is flush with the frame concrete 5, and the metal protective plate 4 is used for the foundation. Since the pier 1 is fixed by an adhesive, the indoor space is not narrowed even if the thickness of the pier 1 is not reduced by the thickness of the heat insulator B for the pier.

躯体コンクリート5に埋設された桟木用断熱材Bの金属製保護板4に下地用の桟木1を接着剤により固定した後、吹付け断熱工事を行うので、桟木1の直下に吹付け断熱材(硬質ウレタンフォーム)6を施工できないが、桟木1と躯体コンクリート5との間には、硬質ウレタンフォームよりも断熱性能が遥かに高い真空断熱材2が配置されているので、桟木1の両側に形成された吹付け断熱材層以上の断熱効果が発揮されることになる。また、
釘孔付き突片11の上には、吹付け断熱工事により必要とする厚さの吹付け断熱材層を形成できるので、釘孔付き突片11がヒートブリッジの要因にならない。
After fixing the base pier 1 with the adhesive to the metal protection plate 4 of the pier heat insulation B embedded in the frame concrete 5, the spray insulation work is performed immediately below the pier 1 (see FIG. Hard urethane foam) 6 cannot be constructed, but vacuum insulation 2 having a much higher thermal insulation performance than rigid urethane foam is placed between the pier 1 and the frame concrete 5, so it is formed on both sides of the pier 1 The heat insulation effect more than the sprayed heat insulating material layer made will be exhibited. Also,
Since the spray insulating material layer having a thickness required by the spray insulation work can be formed on the projection 11 with the nail hole, the projection 11 with the nail hole does not cause a heat bridge.

しかも、桟木1と真空断熱材2の間には、ビスや釘3が貫通し難い金属製保護板4が配置されているので、建物内装用部材を桟木1にビス又は釘3で固定する際、うっかりと、ビス又は釘3を真空断熱材2まで打ち込んでしまう虞がなく、真空断熱材2本来の断熱効果を確実に発揮させることができ、桟木1が占める微小面積による局所的な断熱性能の低下を確実に回避し得るのである。   Moreover, since a metal protective plate 4 that is difficult for the screws and nails 3 to pass through is disposed between the pier 1 and the vacuum heat insulating material 2, when the building interior member is fixed to the pier 1 with screws or nails 3. There is no risk of inadvertently driving the screw or nail 3 to the vacuum heat insulating material 2, the heat insulating effect inherent to the vacuum heat insulating material 2 can be surely exhibited, and the local heat insulating performance due to the small area occupied by the pier 1 It is possible to surely avoid the decrease in the above.

図13は本発明に係る桟木用断熱材Bの他の実施形態を示し、図14〜図16はその桟木用断熱材Bを用いて構成した桟木1の断熱構造を示す。この実施形態における桟木用断熱材Bは、真空断熱材2の金属製保護板4が、真空断熱材2を収容した断面長方形の金属製の角筒状ケース40の表面側板部40aによって形成されている点に特徴がある。   FIG. 13 shows another embodiment of the heat insulator B for piers according to the present invention, and FIGS. 14 to 16 show the heat insulation structure of the pier 1 constructed using the heat insulator B for piers. In the heat insulating material B for piers in this embodiment, the metal protection plate 4 of the vacuum heat insulating material 2 is formed by the surface side plate portion 40a of the rectangular rectangular metal case 40 having a rectangular cross section that accommodates the vacuum heat insulating material 2. There is a feature in that.

角筒状ケース40の両側板部には、表面側板部(金属製保護板4)40aと面一状に両側へ突出した複数の釘孔付き突片11が連設され、裏面側板部40bには、裏面側へ突出した複数のアンカー用突出部12が連設されている。アンカー用突出部12はスタッドボルトによって構成されているが、後述する実施形態のように、裏面側板部4bに溶接した屈曲形状の板片(図23参照)や、裏面側板部40bの一部を切り起こした屈曲形状の板片(図24参照)でアンカー用突出部12を構成してもよい。   A plurality of projecting pieces 11 with nail holes projecting to both sides in a flush manner with the front surface side plate portion (metal protective plate 4) 40a are connected to both side plate portions of the rectangular tube case 40, and the back side plate portion 40b is connected to the back surface side plate portion 40b. Are provided with a plurality of anchor protrusions 12 protruding to the back surface side. The anchor protrusion 12 is constituted by a stud bolt. However, as in the embodiment described later, a bent plate piece (see FIG. 23) welded to the back surface side plate portion 4b or a part of the back surface side plate portion 40b is used. The anchor protrusion 12 may be formed of a bent plate piece (see FIG. 24) cut and raised.

上記の桟木用断熱材Bを用いて構成した桟木1の断熱構造と、その施工手順を説明すると、先ず、図14に示すように、躯体コンクリート打設用の型枠13の内面に桟木用断熱材Bを釘孔付き突片11に打ち込んだ釘やビス等の止め金具14で固定する。   The heat insulation structure of the pier 1 constructed using the above pierce heat insulation material B and the construction procedure thereof will be described. First, as shown in FIG. 14, the heat insulation for piers is formed on the inner surface of the formwork 13 for placing concrete. The material B is fixed with a fastener 14 such as a nail or a screw driven into the protruding piece 11 with a nail hole.

この状態で、型枠13内にコンクリートを打設し、養生硬化後、脱型して、図15に示すように、桟木用断熱材Bを躯体コンクリート5に、角筒状ケース40の表面側板部40aによって形成された金属製保護板4が躯体コンクリート5と面一状に露出された状態に埋設する。次いで、図15に示すように、金属製保護板(表面側板部40a)4の上に下地用の桟木1を接着剤により固定する。止め金具14の先端は切り取っておくことが望ましい。   In this state, concrete is placed in the mold 13, cured and cured, and then removed from the mold. As shown in FIG. The metal protection plate 4 formed by the portion 40a is embedded in a state of being exposed flush with the concrete frame 5. Next, as shown in FIG. 15, the base pier 1 is fixed on the metal protection plate (surface side plate portion 40 a) 4 with an adhesive. It is desirable to cut off the tip of the fastener 14.

しかる後、図16に示すように、吹付け断熱工事により躯体コンクリート5の表面に、吹付け断熱材(硬質ウレタンフォーム)6による厚さ25mm程度の吹付け断熱材層を、桟木1の表面が吹付け断熱材層から露出した状態に形成する。そして、桟木1に石膏ボード用の木軸(胴縁や間柱)、サッシュ周りに配置される膳板やカーテンボックスなど各種の建物内装用部材をビス又は釘3で固定して、桟木1の断熱構造を完成するのである。   After that, as shown in FIG. 16, a spraying heat insulating material layer having a thickness of about 25 mm by a spraying heat insulating material (hard urethane foam) 6 is applied to the surface of the frame concrete 5 by the spraying heat insulating work. It forms in the state exposed from the spraying heat insulating material layer. Then, various building interior members, such as wooden shafts (both edges and studs) for gypsum boards, sashes and curtain boxes placed around the sash, are fixed to the pier 1 with screws or nails 3 to insulate the pier 1 Complete the structure.

上記の構成によれば、断面長方形の金属製の角筒状ケース40に真空断熱材2を収容して、角筒状ケース40の表面側板部40aを真空断熱材2の金属製保護板4とした桟木用断熱材Bであるため、真空断熱材2を金属製保護板4に接着する必要がなく、桟木用断熱材Bの製造が容易である。その他の構成、作用は、図7〜図12の実施形態と同じであるため、同一構成部材に同一符号を付し、説明を省略する。   According to the above configuration, the vacuum heat insulating material 2 is accommodated in the metal rectangular tube case 40 having a rectangular cross section, and the front side plate portion 40a of the square tube case 40 is connected to the metal protection plate 4 of the vacuum heat insulating material 2. Since it is the heat insulating material B for piers, it is not necessary to adhere the vacuum heat insulating material 2 to the metal protection plate 4, and the manufacture of the heat insulating material B for piers is easy. Since other configurations and operations are the same as those of the embodiment of FIGS. 7 to 12, the same components are denoted by the same reference numerals, and description thereof is omitted.

図17は本発明に係る桟木用断熱材Bの他の実施形態を示し、図18〜図22はその桟木用断熱材Bを用いて構成した桟木1の断熱構造を示す。この実施形態における桟木用断熱材Bは、角筒状ケース40の両側板部に、角筒状ケース40の表面側板部40aと面一状に両側方へ突出した複数の袋ナット15を連設した点に特徴がある。   FIG. 17 shows another embodiment of the heat insulator B for piers according to the present invention, and FIGS. 18 to 22 show the heat insulation structure of the pier 1 constructed using the heat insulator B for piers. In the heat insulating material B for piers in this embodiment, a plurality of cap nuts 15 are provided on both side plate portions of the rectangular tube case 40 so as to protrude in the same direction as the surface side plate portion 40a of the square tube case 40. There is a feature in the point.

角筒状ケース40の両側板部には、表面側板部(金属製保護板4)40aと面一状に両
側へ突出した複数の釘孔付き突片11が連設され、裏面側板部40bには、裏面側へ突出した複数のアンカー用突出部12が連設されている。アンカー用突出部12はスタッドボルトによって構成されているが、図23に示した実施形態のように、裏面側板部40bに溶接した屈曲形状の板片でアンカー用突出部12を構成してもよく、図24に示した実施形態のように、裏面側板部40bの一部を切り起こした屈曲形状の板片でアンカー用突出部12を構成してもよい。
A plurality of projecting pieces 11 with nail holes projecting to both sides in a flush manner with the front surface side plate portion (metal protective plate 4) 40a are provided on both side plate portions of the rectangular tube case 40, and the back side plate portion 40b Are provided with a plurality of anchor protrusions 12 protruding to the back surface side. The anchor protrusion 12 is constituted by a stud bolt. However, as in the embodiment shown in FIG. 23, the anchor protrusion 12 may be formed of a bent plate piece welded to the back surface side plate portion 40b. As in the embodiment shown in FIG. 24, the anchor protrusion 12 may be formed of a bent plate piece obtained by cutting and raising a part of the back surface side plate portion 40b.

上記の桟木用断熱材Bを用いて構成した桟木1の断熱構造と、その施工手順を説明すると、先ず、図18に示すように、躯体コンクリート打設用の型枠13の内面に桟木用断熱材Bを釘孔付き突片11に打ち込んだ釘やビス等の止め金具14で固定する。   The heat insulation structure of the pier 1 constructed using the above pierce heat insulation B and the construction procedure thereof will be described. First, as shown in FIG. 18, the heat insulation for piers is formed on the inner surface of the formwork 13 for placing concrete. The material B is fixed with a fastener 14 such as a nail or a screw driven into the protruding piece 11 with a nail hole.

この状態で、型枠13内にコンクリートを打設し、養生硬化後、脱型して、図19に示すように、桟木用断熱材Bを躯体コンクリート5に、角筒状ケース40の表面側板部4aによって形成された金属製保護板4及び袋ナット15が躯体コンクリート5と面一状に露出された状態に埋設する。止め金具14の先端は切り取っておくことが望ましい。   In this state, the concrete is placed in the mold 13, cured and cured, and then removed from the mold. As shown in FIG. The metal protection plate 4 and the cap nut 15 formed by the portion 4a are embedded in a state where they are exposed flush with the concrete frame 5. It is desirable to cut off the tip of the fastener 14.

次に、図20に示すように、桟木取付け用のL型金具16を袋ナット15に断熱シート17を介装させた状態にビス18止めし、相対向するL型金具16の立上り片間に桟木1を配置して、それらを貫通するボルト19とそれに螺合するナット20によって桟木1を角筒状ケース40の表面側板部(金属製保護板4)40aの上に載った状態に固定する。また、貫通するボルト19に代えて、ボルト19の位置に釘やビス等の接合金物を嵌合して桟木1を固定してもよい。   Next, as shown in FIG. 20, the L-shaped metal fitting 16 for attaching the pier is fastened with screws 18 in a state in which the heat insulating sheet 17 is interposed in the cap nut 15, and between the rising pieces of the L-shaped metal fittings 16 facing each other. The pier 1 is arranged, and the pier 1 is fixed on the surface side plate portion (metal protective plate 4) 40a of the rectangular tubular case 40 by the bolt 19 penetrating the pier 1 and the nut 20 screwed into the bolt 19. . Further, instead of the penetrating bolt 19, a joining metal such as a nail or a screw may be fitted to the position of the bolt 19 to fix the pier 1.

しかる後、図21に示すように、吹付け断熱工事により躯体コンクリート5の表面に、吹付け断熱材(硬質ウレタンフォーム)6による厚さ25mm程度の吹付け断熱材層を、桟木1の表面が吹付け断熱材層から露出した状態に形成し、L型金具16の立上り片は吹付け断熱材層に埋没させる。   After that, as shown in FIG. 21, a surface of the pier 1 is provided with a spraying heat insulating material layer having a thickness of about 25 mm by a spraying heat insulating material (hard urethane foam) 6 on the surface of the frame concrete 5 by the spray heat insulating work. It forms in the state exposed from the spraying heat insulating material layer, and the rising piece of the L-shaped metal fitting 16 is buried in the spraying heat insulating material layer.

次に、図22に示すように、桟木1に石膏ボード用の木軸(胴縁や間柱)、サッシュ周りに配置される膳板やカーテンボックスなど各種の建物内装用部材をビス又は釘3で固定して、桟木1の断熱構造を完成するのである。   Next, as shown in FIG. 22, various building interior members such as gypsum board wooden shafts (body edges and studs), sashes and curtain boxes placed around the sash are attached to the pier 1 with screws or nails 3. It fixes and the heat insulation structure of the pier 1 is completed.

上記の構成によれば、袋ナット15にビス18止めしたL型金具16の立上り片間に桟木1を配置して、ボルト19・ナット20で固定するように構成したので、現場で接着剤を使用する必要がない。それでいて、袋ナット15とL型金具16の間に断熱シート17を介装させたので、L型金具16がヒートブリッジの要因にならない。その他の構成、作用は、図13〜図16の実施形態と同じであるため、同一構成部材に同一符号を付し、説明を省略する。   According to the above configuration, the pier 1 is arranged between the rising pieces of the L-shaped metal fitting 16 secured to the cap nut 15 with the screw 18, and the bolt 19 and the nut 20 are fixed. There is no need to use it. Nevertheless, since the heat insulating sheet 17 is interposed between the cap nut 15 and the L-shaped bracket 16, the L-shaped bracket 16 does not cause a heat bridge. Since other configurations and operations are the same as those of the embodiment of FIGS.

以上、本発明の実施形態について説明したが、本発明は上述した実施形態にのみ限定されるものではない。   As mentioned above, although embodiment of this invention was described, this invention is not limited only to embodiment mentioned above.

本発明の下地用断熱桟木及び桟木用断熱材と桟木の断熱構造は、主に、集合住宅や事務所ビルのような鉄筋コンクリート造や鉄骨鉄筋コンクリート造の多層建築物に用いられるが、戸建住宅にも利用できる。   The base insulation pier and the pier insulation and the pier insulation structure of the present invention are mainly used in multi-layered buildings such as reinforced concrete structures and steel reinforced concrete structures such as apartment buildings and office buildings. Can also be used.

A 下地用断熱桟木
B 桟木用断熱材
1 桟木
2 真空断熱材
3 ビス又は釘
4 金属製保護板
5 躯体コンクリート
6 吹付け断熱材
7 石膏ボード
8 木軸
9 支持板
9a 第一板部
9b 第二板部
10 コンクリート釘
11 釘孔付き突片
12 アンカー用突出部
13 型枠
14 止め金具
15 袋ナット
16 L型金具
17 断熱シート
18 ビス
19 ボルト
20 ナット
40 角筒状ケース
40a 表面側板部(金属製保護板)
40b 裏面側板部
A Insulation pier for groundwork B Insulation for pier 1 pier 2 Vacuum insulation 3 Screw or nail 4 Metal protective plate 5 Frame concrete 6 Spraying insulation 7 Gypsum board 8 Wood shaft 9 Support plate 9a First plate 9b Second Plate part 10 Concrete nail 11 Projection piece with nail hole 12 Protrusion part for anchor 13 Mold frame 14 Fastener 15 Cap nut 16 L-shaped metal part 17 Heat insulation sheet 18 Screw 19 Bolt 20 Nut 40 Square cylindrical case 40a Surface side plate part (made of metal) Protective plate)
40b Back side plate

Claims (9)

下地用の桟木と、その裏面に配置した真空断熱材との間に、前記桟木に打ち込まれたビス又は釘による真空断熱材の損傷を防止するための金属製保護板が設けられて成る下地用断熱桟木。   For the groundwork, which is provided with a metal protection plate for preventing damage to the vacuum heat insulating material due to screws or nails driven into the pier between the grounding pier and the vacuum heat insulating material disposed on the back surface thereof. Insulated pier. 金属製保護板の両側辺に、裏面側へ略直角に折れ曲った第一板部とその先端から略直角に折り返された釘孔付きの第二板部とから成る支持板が折曲連設されていることを特徴とする請求項1に記載の下地用断熱桟木。   On both sides of the metal protection plate, a support plate consisting of a first plate part bent at a substantially right angle to the back side and a second plate part with a nail hole folded at a substantially right angle from the front end is bent and connected. The heat insulating pier for foundation according to claim 1, wherein the base is insulated. 金属製保護板が、真空断熱材を収容した断面長方形の金属製の角筒状ケースの表面側板部によって形成され、角筒状ケースの裏面側板部の両側辺に、当該裏面側板部と面一状に突出した釘孔付き突片が連設されていることを特徴とする請求項1に記載の下地用断熱桟木。   A metal protection plate is formed by a front side plate portion of a rectangular tube case made of metal having a rectangular cross section containing a vacuum heat insulating material, and is flush with the back side plate portion on both sides of the back side plate portion of the square tube case. The base heat insulating pier according to claim 1, wherein projecting pieces with nail holes projecting in a shape are continuously provided. 真空断熱材と、その表面を覆う金属製保護板とを備え、金属製保護板には、その両側方へ面一状に突出した複数の釘孔付き突片が連設され、金属製保護板の上に下地用の桟木を固定可能に構成し、桟木に打ち込まれたビス又は釘による真空断熱材の損傷を金属製保護板で防止するように構成してあることを特徴とする桟木用断熱材。   A vacuum heat insulating material and a metal protective plate covering the surface of the metal protective plate are provided, and the metal protective plate is provided with a plurality of projections with nail holes projecting on both sides of the metal protective plate. Insulation for piers, characterized in that the base pier can be fixed on the top and the vacuum insulation is damaged by screws or nails driven into the pier with a metal protective plate Wood. 金属製保護板が、真空断熱材を収容した断面長方形の金属製の角筒状ケースの表面側板部によって形成されていることを特徴とする請求項4に記載の桟木用断熱材。   The heat insulating material for piers according to claim 4, wherein the metal protection plate is formed by a surface side plate portion of a metal rectangular tube-shaped case having a rectangular cross section containing a vacuum heat insulating material. 角筒状ケースの表面側板部の両側辺に、当該表面側板部と面一状に突出した複数の袋ナットが連設されていることを特徴とする請求項5に記載の桟木用断熱材。   The heat insulating material for piers according to claim 5, wherein a plurality of cap nuts that are flush with the surface side plate portion are provided on both sides of the surface side plate portion of the rectangular cylindrical case. 請求項1〜3の何れかに記載の下地用断熱桟木が建物の躯体コンクリートの表面に桟木を外向きにした状態に固定され、躯体コンクリートの表面に吹付け断熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴とする桟木の断熱構造。   The ground heat insulating pier according to any one of claims 1 to 3 is fixed in a state where the pier is directed outward on the surface of the building concrete of the building, and the spraying heat insulating material sprays the surface of the pier on the surface of the frame concrete. A heat insulating structure for a pier, which is constructed in a state where it is exposed from a heat insulating material layer, and members for building interiors such as wooden shafts, slats and curtain boxes are fixed to the pier with screws or nails. 請求項4又は5に記載の桟木用断熱材が建物の躯体コンクリートに金属製保護板を躯体コンクリートの表面に露出させた状態に埋設され、桟木が金属製保護板の上に載った状態に接着剤によって固定され、躯体コンクリートの表面に吹付け断熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴とする桟木の断熱構造。   The heat insulating material for piers according to claim 4 or 5 is embedded in a building concrete of a building with a metal protective plate exposed on the surface of the reinforced concrete, and bonded to a state where the pier is placed on the metal protective plate. It is fixed by the agent, and the spray insulation is applied to the surface of the frame concrete so that the surface of the pier is exposed from the spray insulation layer, and the building interior members such as wooden shafts, slabs and curtain boxes are attached to the pier. A heat insulating structure of a pier that is fixed with screws or nails. 請求項6に記載の桟木用断熱材が建物の躯体コンクリートに金属製保護板を躯体コンクリートの表面に露出させた状態に埋設され、袋ナットと、袋ナットにビス止めした桟木取付け用のL型金具との間に断熱シートが介装され、相対向するL型金具の立上り片間に配置した桟木が、それらを貫通するボルトとそれに螺合するナットによって金属製保護板の上に載った状態に固定され、躯体コンクリートの表面に吹付け断熱材が桟木の表面を吹付け断熱材層から露出させた状態に施工され、桟木に木軸、膳板、カーテンボックス等の建物内装用部材がビス又は釘で固定されていることを特徴とする桟木の断熱構造。   The heat insulating material for piers according to claim 6 is embedded in the concrete of a building with a metal protective plate exposed on the surface of the concrete of the building, and has a cap nut and an L-type for attaching a pier that is screwed to the cap nut. A state in which a heat insulating sheet is interposed between the metal fittings, and the crosspiece placed between the rising pieces of the opposite L-shaped metal fittings is placed on the metal protective plate by the bolts penetrating them and the nuts screwed to them. It is fixed to the surface of the concrete frame, and the spray insulation is applied to the surface of the frame concrete so that the surface of the pier is exposed from the spray insulation layer. Or a heat insulating structure of a pier that is fixed with nails.
JP2010013911A 2010-01-26 2010-01-26 Heat insulating stiffener for framework, and heat insulating structure of insulating material for stiffener and the stiffener Pending JP2011153406A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016121804A (en) * 2014-12-25 2016-07-07 旭硝子株式会社 Heat insulation member and attachment method therefor
KR20200060817A (en) * 2018-11-23 2020-06-02 (주)엔비텍이앤씨 Structure for preventing fire diffusion and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016121804A (en) * 2014-12-25 2016-07-07 旭硝子株式会社 Heat insulation member and attachment method therefor
KR20200060817A (en) * 2018-11-23 2020-06-02 (주)엔비텍이앤씨 Structure for preventing fire diffusion and construction method thereof
KR102178344B1 (en) * 2018-11-23 2020-11-11 (주)엔비텍이앤씨 Structure for preventing fire diffusion and construction method thereof

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