JPS6023270B2 - Heat shielding building structure and its construction method - Google Patents
Heat shielding building structure and its construction methodInfo
- Publication number
- JPS6023270B2 JPS6023270B2 JP15376480A JP15376480A JPS6023270B2 JP S6023270 B2 JPS6023270 B2 JP S6023270B2 JP 15376480 A JP15376480 A JP 15376480A JP 15376480 A JP15376480 A JP 15376480A JP S6023270 B2 JPS6023270 B2 JP S6023270B2
- Authority
- JP
- Japan
- Prior art keywords
- heat
- insulating material
- heat insulating
- floor
- concrete
- 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
Links
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- Building Environments (AREA)
- Devices That Are Associated With Refrigeration Equipment (AREA)
- Refrigerator Housings (AREA)
Description
【発明の詳細な説明】
本発明は冷凍倉庫等の庫室内床面を有効に利用するため
の遮熱建築構造とその施工法に関し、特に床下の地中梁
から壁体を介して外部から伝達侵入する熱を遮断するた
めの建築構造とその施工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a heat shielding building structure and its construction method for effectively utilizing the floor surface inside a warehouse such as a cold storage warehouse. It concerns architectural structures and construction methods for blocking invading heat.
一般に建築物を冷凍乃至陣温倉庫として利用するときは
、外部から侵入する熱伝導を阻止するため倉庫を構成す
る肇内面、床上面、及び天井下面にパネル状断熱材を張
設していた。Generally, when a building is used as a refrigerated or heated warehouse, panel-shaped heat insulating materials are installed on the inside surfaces of the warehouse, on the upper surface of the floor, and on the lower surface of the ceiling, in order to prevent heat conduction from entering from the outside.
しかしながらこのような内張り構造のものは商品の収納
容積を狭少とするばかりでなく、荷役作業中に張設した
断熱材を損傷したりして耐久性のある構造のものではな
かった。斯る状況から近時、建築物の外周壁全外面に亘
つて断熱材を配設し、庫室床スラブ上に敷設した断熱材
は地中梁から壁体を介して伝導される熱を遮断するため
壁体内面の所要高さまで産室の全周に亘つて立上り配穀
をなしていた。しかしながら、このような構造となすと
少くとも断熱材の肉厚だけ床面積が狭少となると共に冷
凍商品を包装した蔭状容器はその側面を整合して積重す
るため肇体上部だけ断熱材を除去し得たとしても実質的
に盾内の有効貯蔵容積を拡大したことにはならなかった
。更に近時外周壁体と床面とを一体的にコンクリートで
施工した建築物においては、壁体外面に設けた断熱材の
下部を床面より下方まで延設すると共に、床下部の壁体
内面には床下に潜り込んで断熱材を接着固定していた。However, such a lining structure not only reduces the storage volume of goods, but also damages the insulation material installed during cargo handling operations, so it is not a durable structure. Due to this situation, insulation materials have recently been installed on the entire outer surface of the building's perimeter walls, and the insulation materials placed on the warehouse floor slabs block the heat conducted from the underground beams through the walls. To do this, the grain was distributed standing up all around the maternity chamber up to the required height of the inner wall surface. However, with such a structure, the floor area is reduced by at least the thickness of the insulation material, and because the shaded containers containing frozen products are stacked with their sides aligned, only the insulation material is needed on the upper part of the body. Even if it could be removed, the effective storage volume within the shield would not have been substantially expanded. Furthermore, in recent buildings where the outer wall and floor are integrally constructed with concrete, the lower part of the insulation provided on the outer surface of the wall is extended below the floor surface, and the inner surface of the wall at the bottom of the floor is They crawled under the floor and glued and fixed the insulation.
この工法は苛酷な作業であると共に初期の目的である確
実な防湿、遮熱の施工を期待し得るものではなかった。
本発明は床面からその下部の壁体及び柱内面の断熱材を
装着するため予め地中梁及びフーチングの上面内側部に
は所要間隔を有して床材支持体としての東を起立し、こ
れ等東上端には床材を支承する大引を袋架し、大引に防
湿断熱性を有する床材の一側端縁を装架する建築構造と
その施工法であって、施工作業が要易迅速であって、防
湿遮熱が確実であり、堅牢、耐久性のある遮熱建築物を
構成すると共に商品の貯蔵容積を格段に拡大し、しかも
、収納搬出の荷役作業時も構造部材を損傷せず合理的な
使用が可能となったものである。This construction method was a demanding process and could not be expected to provide reliable moisture proofing and heat shielding, which was the initial goal.
In the present invention, in order to install the heat insulating material on the inner surface of the lower wall and column from the floor surface, the east side as a floor material support is erected in advance at the inner side of the upper surface of the underground beam and footing with a required interval, This is an architectural structure and its construction method in which a large pulley supporting the flooring material is placed in a bag at the upper east end, and one edge of the flooring material having moisture-proof and heat-insulating properties is attached to the large drawer. It is quick and easy to use, provides reliable moisture and heat insulation, and constitutes a robust and durable heat-insulated building, dramatically expanding the storage capacity of products, and also being used as a structural member during loading and unloading operations. It is possible to use it rationally without damaging it.
以下本発明の実施例を図面に基ずし、て説明する。第1
図は鉄筋又は鉄骨コンクリート建築物の一部を示すもの
で、外部地盤面より所定深さに掘削した低床式掘削地盤
面1にフーチング2及び地中梁3が配設され、該地中梁
3及びフーチン2上面の屋外側部に寄せて打継ぎにより
壁体4及び柱5を打設すると共に地中梁3外面より受台
13を一体的に設けたものである。そして、壁体4の屋
外面には予め壁体面から突出させた連結金具を介してパ
ネル状断熱板6を張設し、該断熱板6表面に配設した骨
材?1こはプレストレストコンクリートパネル(PC板
)等からなる耐火壁8を壁体全面に亘つて装着する。前
記壁体4内面には地中梁3上面より予め設定された床面
高さのパネル状の断熱材9をその全周囲長さに亘り連結
金具か接着剤を介して張設する。更に前記地中梁3上面
の内側部には所要間隔を有して東11を起立する。該東
11は地中梁3のコンクリート打談の際に予め鉄筋を起
立しておいて、この鉄筋を囲む型枠にコンクリートを打
継ぎ打談することが好ましい。この東11上端間には1
型鋼材又はH型鋼材からなる大引12を装架し、大引1
2上には防湿材と断熱材とを介在させた積層状の長下階
床16の一側端下面に装架したものである。斯る工法に
よって施工された建築構造は外周壁体内面の床面より上
部に一切の断熱材が施されておらず、建築物各階の全床
面積が格段に増大し、商品収納率は飛躍的に大となるも
のである。そして、外気の運通した床下からの熱は地中
梁3及びフーチング2を介して壁体4及び柱に伝導して
ゆくが、冷却された室内冷気は室内に面した壁体4柱5
を冷却し、断熱材9中間部高さの壁体部分で下方から伝
達される熱は遮断される。従って、外部からの熱は冷却
されるか又は所定の温度に保持されている室内の温度に
影響を及ぼすことはない。本発明建築構造の工法におけ
る他の実施例を説明する。Embodiments of the present invention will be described below with reference to the drawings. 1st
The figure shows a part of a reinforced or steel-framed concrete building, in which a footing 2 and an underground beam 3 are installed on a low-floor excavated ground surface 1 excavated to a predetermined depth from the external ground surface. A wall body 4 and a column 5 are cast by pouring joints near the outdoor side of the upper surface of the underground beam 3 and the footing 2, and a pedestal 13 is integrally provided from the outer surface of the underground beam 3. A panel-shaped heat insulating board 6 is stretched on the outdoor surface of the wall 4 via connecting fittings that are projected from the wall surface in advance, and an aggregate material is placed on the surface of the heat insulating board 6. First, a fireproof wall 8 made of a prestressed concrete panel (PC board) or the like is installed over the entire wall. A panel-shaped heat insulating material 9 having a predetermined floor height above the upper surface of the underground beam 3 is stretched on the inner surface of the wall 4 over its entire circumferential length via connecting fittings or an adhesive. Furthermore, the east 11 is erected on the inner side of the upper surface of the underground beam 3 at a required interval. For the east 11, it is preferable to erect reinforcing bars in advance when pouring concrete for the underground beam 3, and then concrete is poured into a formwork surrounding the reinforcing bars. Between the upper end of this east 11 is 1
A large pull 12 made of type steel or H type steel is mounted, and the large pull 1
2, a laminated long lower floor 16 with a moisture-proof material and a heat insulating material interposed therebetween is mounted on the lower surface of one side end of the lower floor 16. The building structure constructed using this construction method does not have any insulation material above the floor surface on the inner surface of the outer peripheral wall, significantly increasing the total floor area of each floor of the building and dramatically increasing the product storage rate. This is a big deal. Heat from under the floor through which outside air is carried is conducted to the walls 4 and pillars via the underground beams 3 and footings 2, but the cooled indoor air is transferred to the walls 4 and pillars 5 facing indoors.
The heat transmitted from below is blocked by the wall portion at the middle height of the heat insulating material 9. Therefore, heat from the outside does not affect the temperature inside the room, which is cooled or maintained at a predetermined temperature. Another embodiment of the construction method of the architectural structure of the present invention will be described.
第1図において、断熱材6,9は硬質のポリウレタン合
成樹脂発泡体からなる肉厚パネルに成形し、該パネル状
発泡体の両表面には金属板を接着して耐荷重性があり且
つ湿気を遮断する断熱パネルを用いる。該断熱パネル6
,9を壁体及び柱のコンクリート打設の際の堰板として
使用すると共に支保工(図示せず)を取去ったのちは打
設された壁体と一体的な断熱壁体を形成する。即ち、フ
ーチング2、地中梁3の受台13上面には第1図に示す
如く所要間隔を有して断熱パネル6,9を支保工で支持
し、断熱パネル9の上側は合板等の堰板を配設する。更
に断熱パネルより内側方に固定金具を適宜突出させる、
しかるのち、コンクリートを打込んで養生すれば、断熱
パネル6,9は壁体4及び柱5に気密且つ堅固に固着す
る。その後予めフーチング2及び地中梁3上面の断熱パ
ネル9内側部より所要間隔を有して上方に起立させてい
た鉄筋101こはこれを囲む筒状型枠(図示せず)を設
けてコンクリートを打込み、前述した東11を形成する
。この東11上端間に型枠を介して前記大引12を装架
固定する。大引12の下部は埋込むことにより東上端部
に固定される。前記大引12上には床15の最下層を構
成するPC板17の長手方向一側端下面を裁層する。In FIG. 1, the heat insulating materials 6 and 9 are formed into thick panels made of hard polyurethane synthetic resin foam, and metal plates are bonded to both surfaces of the panel-like foam to provide load-bearing and moisture-proof properties. Use insulation panels to block the The insulation panel 6
, 9 are used as weir plates when concrete is poured into walls and columns, and after removing the shoring (not shown), they form an insulating wall integral with the poured wall. That is, on the upper surface of the footing 2 and the pedestal 13 of the underground beam 3, the insulation panels 6 and 9 are supported with shoring with a required interval as shown in FIG. Place the board. Furthermore, the fixing metal fittings are appropriately protruded inward from the insulation panel.
Thereafter, when concrete is poured and cured, the heat insulating panels 6 and 9 are firmly and airtightly fixed to the wall 4 and the pillars 5. Thereafter, a cylindrical formwork (not shown) is installed to surround the reinforcing bars 101, which had been previously raised upward from the inside of the heat insulating panels 9 on the top surfaces of the footings 2 and underground beams 3 at a required interval, and then the concrete is poured. Drive and form the above-mentioned East 11. The large drawer 12 is mounted and fixed between the upper ends of the east 11 via a formwork. The lower part of the main drawer 12 is fixed to the upper east end by embedding. A lower surface of one longitudinal end of a PC board 17 constituting the lowermost layer of the floor 15 is laid on the main drawer 12.
このPC板17を戦層するに当っては予めその上面から
端面に折込んだ防湿シート18を配置しておき、断熱パ
ネル9面にPC板17の端面を圧着するように配設する
。このPC板に代え、予め、波型鋼板を壁体断熱パネル
面に押し当てながら大引上に配設したのち、該鋼板上に
配筋してコンクリートを打設してもよい。斯かる工法を
探ると前述の防湿シート18は壁体断熱パネルとの目地
部分迄折り込む必要はない。この防湿シート18は肉厚
アスファルト防湿紙等を使用することが好ましい、この
防湿シート18により床下からの水蒸気がPC板17を
鯵透してきたり、PC板17を断熱パネル9の自地部か
ら浸入することを防止して室内の設定温度を維持する。When layering this PC board 17, a moisture-proof sheet 18 folded from the upper surface to the end surface is placed in advance, and the end surface of the PC board 17 is crimped onto the heat insulating panel 9 surface. Instead of this PC board, a corrugated steel plate may be placed in advance while being pressed against the surface of the wall insulation panel, and then reinforcement may be placed on the steel plate and concrete may be poured. If such a method is used, there is no need to fold the moisture-proof sheet 18 up to the joint with the wall insulation panel. This moisture-proof sheet 18 is preferably made of thick asphalt moisture-proof paper, etc. This moisture-proof sheet 18 prevents water vapor from under the floor from penetrating the PC board 17 or penetrating the PC board 17 from its own part of the heat insulating panel 9. Prevents this from happening and maintains the set indoor temperature.
前記PC板17の長手方向池側端下面は第2図に示す如
く、地下コンクリート小梁20に立設した東21に1型
鋼材等の鉄骨4・梁22を更に設け、該鉄骨小梁22に
戦暦する。As shown in FIG. 2, on the lower surface of the pond-side end of the PC board 17 in the longitudinal direction, a steel frame 4 and a beam 22 made of type 1 steel are further installed on the east 21 of the underground concrete beam 20, and the steel beam 22 A military calendar is written.
第3図はPC板の前記長手方向池側端下面が地下コンク
リート大梁23に直接戦遣される場合を示すものである
、そして、順次配置されるPC板は突合せ戦遣される。
上記の如く配設された防湿シート18面上にはその前面
に亘つて断熱パネル25を敷設する。FIG. 3 shows a case where the lower surface of the longitudinal pond-side end of the PC board is directly attached to the underground concrete girder 23, and the PC boards arranged one after another are butted and attached.
A heat insulating panel 25 is laid over the front surface of the moisture-proof sheet 18 arranged as described above.
この断熱板25は前述した断熱板6,9の如き金属性側
板を張設したものではなく、又、圧縮荷重に強い発泡ポ
リウレタンのような発泡合成樹脂材を板状に成形したも
のからなるものである。この断熱板25と前記断熱パネ
ル9と接触部分は切欠部26,27を形成し、発泡ポリ
ウレタン液28をガン等で注入充填して気密に一体化す
る。前記敷きつめられた断熱板25には更に防水シート
29を敷設する。This heat insulating board 25 is not made of a metal side plate like the above-mentioned heat insulating boards 6 and 9, but is made of a foamed synthetic resin material such as foamed polyurethane that is resistant to compressive loads and molded into a plate shape. It is. Notches 26 and 27 are formed at the contact portions of the heat insulating plate 25 and the heat insulating panel 9, and a foamed polyurethane liquid 28 is injected and filled with a gun or the like to form an airtight integral body. A waterproof sheet 29 is further laid on the heat insulating plates 25 laid out.
この防水シート29の周辺部は断熱パネル9の立上り部
及びその上端面まで折曲延長して接着被覆する。これは
その上層の打設コンクリート層から浸入する薄室水分が
断熱材25を損傷するからである。前記防水シート29
上には断熱パネル9上緑の高さと同一面の厚さのコンク
リートモルタル30を打設して床仕上面を形成する。The peripheral portion of this waterproof sheet 29 is bent and extended to the rising portion of the heat insulating panel 9 and its upper end face, and is covered with adhesive. This is because moisture in the thin chamber that enters from the cast concrete layer above it damages the heat insulating material 25. Said waterproof sheet 29
A concrete mortar 30 having the same thickness as the height of the upper green of the heat insulating panel 9 is placed on top to form a finished floor surface.
倉庫室内に独立支柱が立設されていて、該独立支柱の直
径と同幅か短い幅の地中梁が配設されているときは支柱
の床下部分の周面に断熱パネルを−体的又は接着手段で
固設する一方、核支柱又は地下梁側面部分から断面L字
状の東を設け、該東上機に床を配設することが好ましい
。When an independent column is erected in a warehouse and an underground beam with a width equal to or shorter than the diameter of the column is installed, a heat insulating panel is installed around the underfloor part of the column. While it is fixed by adhesive means, it is preferable to provide an east section having an L-shaped cross section from the side portion of the core support or underground beam, and to arrange a floor on the east section.
更に他の実施例として支柱の基礎より支柱の周囲にコン
クリート受台を打談し、該受台から東を一体的に立設し
てもよい。以上の如き本発明は建築物の外周壁外面に断
熱材を配設すると共に外周壁内面の最下階床下部分に内
側断熱材を配設して、二重断熱層を形成した。As another embodiment, a concrete pedestal may be placed around the pillar from the base of the pillar, and the east end of the pedestal may be integrally erected. In the present invention as described above, a heat insulating material is disposed on the outer surface of the outer circumferential wall of a building, and an inner heat insulating material is disposed under the lowest floor of the inner surface of the outer circumferential wall to form a double heat insulating layer.
従って、床下部から壁体を介して庫室内に伝達するわず
かな外気溢を二重断熱層部分で熱交換により遮断する。
更に配設された内側断熱材により該断熱材より内側に東
を立設することにより内側断熱材の上端縁と同一平面と
なるように断熱床を配設する構成としたので、庫室床面
はその全周に亘つて断熱材の厚さだけ拡大し、商品荷物
の収納量が格段に増大された。Therefore, a slight overflow of outside air transmitted from the lower part of the floor into the storage room through the wall is blocked by heat exchange at the double heat insulating layer portion.
Furthermore, by placing the east end upright on the inside of the inner insulation material, the insulation floor is installed so that it is flush with the upper edge of the inner insulation material, so that the storage room floor surface has been expanded by the thickness of the insulation material around its entire circumference, greatly increasing the storage capacity for goods.
そして、断熱材が庫室周壁内面に露出しないので、断熱
材の内装を必要とせず、加えて損傷させることもなく、
且つ合成樹脂製断熱材に対する消火設備を備えつける必
要もなくなった。また、本発明は壁体、柱と同時に床の
コンクリート打設を施工するものではなく、壁体、柱の
内面に前もって断熱材を間設したのち、東を介して地中
梁から立上つた断熱材の高さ位置に床を設けるので、従
来の如く床が低くて暗い床下部で這うようにして、地中
梁やフーチング内側面に断熱材を配設する作業をしなく
てもよく、下部から上方に順次施工する良好な作業性と
なって、迅速な施工と工事費を軽減できること)なった
。In addition, since the insulation material is not exposed on the inner surface of the surrounding wall of the storage room, there is no need for internal insulation material, and there is no damage to the interior.
In addition, there is no need to provide fire extinguishing equipment for synthetic resin insulation materials. In addition, the present invention does not involve pouring concrete for the floor at the same time as the walls and columns, but instead installs insulating material on the inner surfaces of the walls and columns in advance, and then concretes the concrete from the underground beams through the east. Since the floor is installed at the level of the insulation material, there is no need to crawl under the low and dark floor and install insulation material on the inside of the underground beams and footings, as in the past. This allows for good workability in that the work is carried out sequentially from the bottom upwards, resulting in faster construction and reduced construction costs.
第1図は本発明に係る工法によって施工した構造の要部
を示す一部拡大斜視図、第2図、第3図は床を構成する
PC板の一側端を支承する実施態様を示す一部拡大断面
図である。
1・・・・・・掘削地面、2・・・・・・フーチング、
3・・・・・・地中梁、4・・・・・・外周壁(壁体)
、5・・・・・・柱、6,9・・・・・・断熱パネル、
10・・・・・・鉄筋、11・・・・・・東、12・・
・・・・大引、13・・・・・・受台、15・・・・・
・床、17・・・…プレストレストコンクリートパネル
。
図
舵
第2図
第3図FIG. 1 is a partially enlarged perspective view showing the main parts of a structure constructed using the construction method according to the present invention, and FIGS. FIG. 1... Excavation ground, 2... Footing,
3... Underground beam, 4... Outer peripheral wall (wall)
, 5... Column, 6, 9... Heat insulation panel,
10...Reinforcement, 11...East, 12...
...Obiki, 13...Case, 15...
・Floor, 17...Prestressed concrete panel. Rudder Figure 2 Figure 3
Claims (1)
全面と内面立上り部の所望高さに断熱材を配設し、前記
内面側断熱材の内側には所望間隔をおいて束を起立し、
該束間にはI型鋼、乃至H型鋼からなる大引を装架し、
大引上には断熱材を組込んで施工する床の一側端部をそ
の上面が断熱材の上端縁と同一平面となるように配設し
たことを特徴とする遮熱建築構造。 2 前記束は地中梁、フーチング等の側面よりL字状に
設けたことを特徴とする特許請求の範囲第1項記載の遮
熱建築構造。 3 前記床は最下層にプレストレストコンクリートパネ
ル(PC板)等を配設し、該PC板上に防湿シートを捲
回配設し、防湿シート上には発泡合成樹脂からなる断熱
材を配設し、該断熱材上には防水シート上を覆い、該防
水シート上にコンクリート層を配設した構成としたこと
を特徴とする特許請求の範囲第1項記載の遮熱建築構造
。 4 前記壁体柱の内外面に配設する断熱材には両表面が
金属からなる側板が設けられ、該断熱材を堰板として配
設したのちコンクリート打設により、前記壁体と一体的
に密接固着して断熱材を配設し、その後壁体内面の前記
断熱材の内側で地中梁、フーチングより予め所望間隔を
おいて、起立した鉄筋により束とコンクリート打設によ
り形成し、該束間には大引を装架し、該大引に断熱材を
組込んだ床の一側端下面を配設するようにした遮熱建築
構造の施工法。 5 前記大引には床の最下層をなすように鉄板を配置し
たのちコンクリートを打設するかPC板の一側端を載置
し、該床の最下層の上面から前記一側端面に折込んだ防
湿シートを配置すると共に床の最下層一側端縁を壁体の
断熱パネルに接触するように配設し、前記防湿シート上
には所望厚さの断熱材を敷設し、該断熱材と前記断熱パ
ネルとの目地部分は切欠いて、発泡合成樹脂剤で一体的
に接合し、更に該断熱材上に敷設する上側防水シートの
一側延長部は前記断熱パネルの上端面まで接着して覆い
、該防水シートにはコンクリートを前記断熱パネル上端
の防水シート覆い面と同一平面となるように打設するこ
とを特徴とする特許請求の範囲第4項記載の遮熱建築物
の施工法。[Claims] 1. A heat insulating material is provided at a desired height on the entire outer surface of the underground beam, the wall and the column rising from the footing, and on the rising part of the inner surface, and a desired interval is provided inside the inner surface side heat insulating material. and stand up the bundle,
A large pulley made of I-type steel or H-type steel is installed between the bundles,
A heat-insulating architectural structure characterized in that one end of the floor in which a heat insulating material is built into the main drawer is arranged so that its upper surface is flush with the upper edge of the heat insulating material. 2. The heat-insulating architectural structure according to claim 1, wherein the bundle is provided in an L-shape from a side surface of an underground beam, footing, etc. 3 The floor has a prestressed concrete panel (PC board) etc. placed on the bottom layer, a moisture-proof sheet is wound around the PC board, and a heat insulating material made of foamed synthetic resin is placed on the moisture-proof sheet. 2. A heat-insulating architectural structure according to claim 1, characterized in that the heat insulating material is covered with a waterproof sheet, and a concrete layer is disposed on the waterproof sheet. 4. The heat insulating material placed on the inner and outer surfaces of the wall column is provided with side plates made of metal on both surfaces, and after the heat insulating material is placed as a dam plate, it is integrally formed with the wall by pouring concrete. A heat insulating material is closely fixed and placed, and then a bundle of standing reinforcing bars is formed by placing concrete and a bundle at a predetermined distance from the underground beams and footings inside the heat insulating material on the inner surface of the wall. A method of constructing a heat-insulating building structure, in which a large pulley is installed in between, and the bottom surface of one side end of a floor incorporating a heat insulating material is placed in the large puller. 5 After arranging a steel plate to form the bottom layer of the floor on the above-mentioned main drawer, concrete is poured or one end of the PC board is placed on it, and the top surface of the bottom layer of the floor is folded into the end surface of the one side. At the same time, a moisture-proof sheet is placed so that one side edge of the bottom layer of the floor is in contact with a heat-insulating panel of the wall, and a heat-insulating material of a desired thickness is laid on the moisture-proof sheet, and the heat-insulating material The joint portion between the insulation panel and the insulation panel is cut out and integrally joined with a foamed synthetic resin, and furthermore, one side extension of the upper waterproof sheet laid on the insulation material is glued to the upper end surface of the insulation panel. 5. The method of constructing a heat-insulating building according to claim 4, wherein the waterproof sheet is covered with concrete and placed on the same plane as the waterproof sheet covering surface at the upper end of the heat-insulating panel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15376480A JPS6023270B2 (en) | 1980-11-04 | 1980-11-04 | Heat shielding building structure and its construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15376480A JPS6023270B2 (en) | 1980-11-04 | 1980-11-04 | Heat shielding building structure and its construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5780168A JPS5780168A (en) | 1982-05-19 |
JPS6023270B2 true JPS6023270B2 (en) | 1985-06-06 |
Family
ID=15569614
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15376480A Expired JPS6023270B2 (en) | 1980-11-04 | 1980-11-04 | Heat shielding building structure and its construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6023270B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6278372U (en) * | 1985-11-01 | 1987-05-19 |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4229031B2 (en) * | 2004-09-09 | 2009-02-25 | パナソニック株式会社 | Heat insulation box |
-
1980
- 1980-11-04 JP JP15376480A patent/JPS6023270B2/en not_active Expired
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6278372U (en) * | 1985-11-01 | 1987-05-19 |
Also Published As
Publication number | Publication date |
---|---|
JPS5780168A (en) | 1982-05-19 |
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