JPH10121486A - Work execution method of ship's bottom-shaped heat insulated foundation - Google Patents

Work execution method of ship's bottom-shaped heat insulated foundation

Info

Publication number
JPH10121486A
JPH10121486A JP28194196A JP28194196A JPH10121486A JP H10121486 A JPH10121486 A JP H10121486A JP 28194196 A JP28194196 A JP 28194196A JP 28194196 A JP28194196 A JP 28194196A JP H10121486 A JPH10121486 A JP H10121486A
Authority
JP
Japan
Prior art keywords
foundation
heat
concrete
ship
synthetic resin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP28194196A
Other languages
Japanese (ja)
Other versions
JP3087019B2 (en
Inventor
Yukinobu Nomura
幸悦 野村
Tatsuo Yamamoto
達夫 山本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NOMURA HOUSE KK
Dow Kakoh KK
Original Assignee
NOMURA HOUSE KK
Dow Kakoh KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NOMURA HOUSE KK, Dow Kakoh KK filed Critical NOMURA HOUSE KK
Priority to JP28194196A priority Critical patent/JP3087019B2/en
Publication of JPH10121486A publication Critical patent/JPH10121486A/en
Application granted granted Critical
Publication of JP3087019B2 publication Critical patent/JP3087019B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To make it possible to construct with in a short period of time a heat insulated foundation which may be used also as a heat storage body by assembling expanded plastic plates in a ship bottom shape, arranging and assembling reinforcement rods and molding boxes for a foundation beam portion and a foundation slab portion, and depositing concrete. SOLUTION: Expanded plastic plates 1 are assembled in a ship's bottom shape on the ground. Next, reinforcement rods 4a, 4b for a foundation beam portion and reinforcement rods for a foundation slab portion, and molding boxes 5 are assembled. As concrete is deposited, a ship bottom-shaped, heat-insulated foundation is formed in which heat insulating material and concrete are united into a single body. Finally the molding boxes 5 are removed, earth filling or earth banking is made as required on the outside peripheral portion of the foundation. Therefore, the concrete surface opposite the indoor side is completely covered with heat insulating material and is not exposed directly to the elements or ground moisture. Since the entire indoor side is made of concrete as a heat insulated structure, the temperature is kept relatively constant throughout summer and winter. Thus, heat insulated property and heat storage property are improved.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、外周部分が基礎梁
で囲まれ、その内側底部に基礎スラブが形成される船底
形基礎の施工方法に関し、特に木造住宅の基礎全体を蓄
熱体とすることのできる船底形断熱基礎の施工方法に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a ship bottom foundation in which an outer peripheral portion is surrounded by a foundation beam and a foundation slab is formed on an inner bottom portion thereof. The present invention relates to a method of constructing a ship bottom type insulation foundation that can be used.

【0002】[0002]

【従来の技術】従来より木造住宅においては、高断熱・
高気密性を確保し、耐久性及び住環境を向上させるため
に様々な対応が取られている。例えば、寒冷地住宅にお
いては、基礎を断熱することにより床下空間を外空間か
ら熱的に遮断し、床下空間を建物内部の空間とする基礎
断熱工法が多用されるようになってきた。
2. Description of the Related Art Conventionally, in wooden houses, high heat insulation and
Various measures have been taken to ensure high airtightness and improve durability and living environment. For example, in houses in cold regions, a basic heat insulation method has been frequently used in which the underfloor space is thermally insulated from the outer space by insulating the foundation and the underfloor space is used as a space inside the building.

【0003】従来の基礎断熱工法においては、図4に示
されるように、基礎梁102の立ち上がり部に断熱材1
01を施工する、若しくは図5に示されるように、基礎
梁102の立ち上がり部と基礎スラブ103の下面に断
熱材101を施工するのが一般的である。
[0003] In the conventional foundation heat insulation method, as shown in FIG.
Generally, as shown in FIG. 5, or as shown in FIG. 5, a heat insulating material 101 is applied to the rising portion of the foundation beam 102 and the lower surface of the foundation slab 103.

【0004】上記従来の基礎断熱工法について簡単に説
明する。
[0004] The above-mentioned conventional thermal insulation method will be briefly described.

【0005】図4に示したような連続フーチングの場合
には、フーチング104部分のコンクリートを打設した
後、断熱材101を基礎梁102の型枠の内側に設置
し、コンクリートを打設する。コンクリートの硬化後に
型枠を取り外すと、断熱材101と基礎梁が接着され一
体となる。次に、基礎梁上面にレベル調整の均しモルタ
ル105を施工し、均しモルタル105のレベルに合わ
せて断熱材101を切断する。基礎断熱工法において
は、基礎/土台間の気密性が要求されるため、均しモル
タル105上にパッキン材(不図示)を敷設した後、土
台106を固定する。
[0005] In the case of continuous footing as shown in FIG. 4, after the concrete of the footing 104 is cast, the heat insulating material 101 is installed inside the formwork of the foundation beam 102 and the concrete is cast. When the mold is removed after the concrete has hardened, the heat insulating material 101 and the foundation beam are bonded and integrated. Next, leveling mortar 105 for level adjustment is installed on the upper surface of the foundation beam, and the heat insulating material 101 is cut in accordance with the level of the leveling mortar 105. In the base heat insulation method, since airtightness between the foundation and the base is required, the base 106 is fixed after laying a packing material (not shown) on the leveling mortar 105.

【0006】また、図5に示したような連続フーチング
+基礎スラブの場合には、フーチング104部分のコン
クリートを打設した後、断熱材101を基礎梁102の
型枠の内側に設置し、コンクリートを打設する。コンク
リートの硬化後に基礎梁の型枠を解体した後、基礎スラ
ブ部分の地業を行なう。次に、断熱材101’を敷設
し、更に基礎スラブの配筋組みを行った後、コンクリー
トを打設する。以下、前記と同様に均しモルタル10
5、パッキン材(不図示)、土台106を施工する。
In the case of a continuous footing + foundation slab as shown in FIG. 5, after the concrete of the footing 104 is cast, the heat insulating material 101 is installed inside the formwork of the foundation beam 102, and the concrete Is installed. After the concrete is hardened, the formwork of the foundation beam is dismantled, and then the foundation slab is grounded. Next, after laying the heat insulating material 101 'and further arranging the reinforcement of the foundation slab, concrete is poured. Hereinafter, the smoothing mortar 10
5. A packing material (not shown) and a base 106 are installed.

【0007】[0007]

【発明が解決しようとする課題】図4に示したような断
熱基礎構造では、床下空間を外空間から熱的に遮断する
ことはできるものの、床下空間と地盤は熱的に遮断され
ていないため、特に冬期暖房時において室内側から地盤
に熱が逃げ易く、壁面や屋根面の断熱や気密処理を充分
に施したとしても断熱性の向上には限界があった。
In the heat insulating basic structure shown in FIG. 4, the underfloor space can be thermally insulated from the outer space, but the underfloor space and the ground are not thermally insulated. In particular, heat can easily escape from the indoor side to the ground during winter heating, and there is a limit to improvement in heat insulation even if heat insulation and airtight treatment of the wall surface and the roof surface are sufficiently performed.

【0008】一方、図5に示したような断熱基礎構造で
は、室内側から地盤への熱損失もかなり改善され高断熱
を実現できるものの、先述したようにコンクリートの打
設を3回に分けて行う必要があり(フーチング部分と梁
部分のコンクリートを同時に打設したとしても2回に分
けて行う必要がある。)、施工に手間と日数がかかると
いう問題があった。また、基礎(特に容積の多い基礎ス
ラブ部分)は熱容量が大きいため、近年において実施さ
れつつあるパッシブソーラーシステムにおいて蓄熱体と
して利用することが検討されているが、図5の断熱基礎
構造においても基礎と地盤は完全には熱的に遮断されて
いないため、基礎を蓄熱体として充分に有効利用するこ
とができなかった。
On the other hand, in the heat insulating foundation structure as shown in FIG. 5, heat loss from the indoor side to the ground can be considerably improved and high heat insulation can be realized. However, as described above, concrete is poured into three parts. (Even if the concrete for the footing part and the beam part are cast at the same time, it is necessary to carry out the work in two separate steps), and there is a problem in that the construction takes time and effort. Further, since the foundation (particularly, a large-volume foundation slab portion) has a large heat capacity, it has been studied to use it as a heat storage in a passive solar system that has been recently implemented. And the ground was not completely thermally isolated, so the foundation could not be fully utilized as a heat storage.

【0009】本発明は、上記事情を鑑み、高断熱を実現
すると共に蓄熱体としても有効利用が可能な断熱基礎
を、より短期間で施工することのできる施工方法の提供
を目的とする。
In view of the above circumstances, an object of the present invention is to provide a construction method capable of constructing a heat insulating foundation which can realize high heat insulation and can be effectively used as a heat storage body in a shorter time.

【0010】[0010]

【課題を解決するための手段】上記目的を達成すべく成
された本発明は、外周部分が基礎梁で囲まれ、その内側
底部に基礎スラブが形成される船底形基礎の断熱施工方
法であって、合成樹脂発泡板を船底形に組み立てると共
に、基礎梁部分及び基礎スラブ部分の配筋組みと型枠組
みをした後、コンクリートを打設することを特徴とする
ものである。
SUMMARY OF THE INVENTION The present invention, which has been made to achieve the above object, is a method for thermal insulation construction of a ship bottom type foundation in which an outer peripheral portion is surrounded by a foundation beam and a foundation slab is formed on an inner bottom portion thereof. Then, the synthetic resin foam plate is assembled into a ship bottom shape, the reinforcing beams of the foundation beam portion and the foundation slab portion are formed and the formwork is formed, and then concrete is poured.

【0011】本発明によれば、コンクリートの打設に先
駆けて断熱材(合成樹脂発泡板)の配設、配筋組み及び
型枠組みを全て完了することができ、1回のコンクリー
トの打設によって断熱基礎を施工することができる。
According to the present invention, prior to the casting of concrete, the arrangement of the heat insulating material (synthetic resin foam board), the arrangement of the reinforcing bars and the formwork can be completed. Insulation foundation can be constructed.

【0012】また、本発明によって施工される断熱基礎
は、船底形に組んだ合成樹脂発泡板を断熱材とする完全
な外断熱構造となり、高断熱を実現すると共に蓄熱体と
しても有効利用が可能な断熱基礎が実現される。
Further, the heat insulating foundation constructed according to the present invention has a complete external heat insulating structure using a synthetic resin foam plate formed in a ship bottom shape as a heat insulating material, realizing high heat insulation and effectively utilizing it as a heat storage body. Insulation foundation is realized.

【0013】[0013]

【発明の実施の形態】本発明によって施工される断熱基
礎の一例を図1に示す。同図において、1は船底形に組
み立てられた合成樹脂発泡板、2は外周部分の基礎梁、
2’は内側の基礎梁、3は内側底部の基礎スラブであ
る。かかる断熱基礎は、フーチング部分を持たない船底
形のべた基礎であり、船底形に組んだ合成樹脂発泡板1
を断熱材とする完全な外断熱構造を有している。
FIG. 1 shows an example of a heat insulating foundation constructed according to the present invention. In the figure, 1 is a synthetic resin foam plate assembled in a ship bottom shape, 2 is a foundation beam of an outer peripheral portion,
2 'is the inner foundation beam and 3 is the inner bottom foundation slab. Such a heat-insulating foundation is a bottom-type solid foundation without a footing portion.
Has a complete external heat insulation structure using as a heat insulating material.

【0014】図1に示した断熱基礎を例に、本発明の施
工方法を図2を用いて具体的に説明する。尚、図2は図
1のA−A線における断面を示している。
The construction method of the present invention will be specifically described with reference to FIG. 2 by taking the heat insulating foundation shown in FIG. 1 as an example. FIG. 2 shows a cross section taken along line AA of FIG.

【0015】先ず、適当な地業(図2(a))を行う。
本発明に係る船底形断熱基礎は、フーチング部分の無い
べた基礎構造である為、従来のように必ずしも根切りを
する必要がなく、一般に整地・割り栗り地業、整地・捨
てコンクリート打ち等の簡易な地業で済ませることがで
きる。
First, appropriate groundwork (FIG. 2A) is performed.
Since the ship bottom type heat insulating foundation according to the present invention has a solid foundation structure without a footing portion, it is not always necessary to perform root cutting as in the past, and is generally used for leveling and splitting ground, leveling and dumping concrete. It can be done with simple local business.

【0016】次に、地盤上に合成樹脂発泡板1を船底形
に組み立てる(図2(b))。合成樹脂発泡板1による
船底形の組立は、合成樹脂発泡板を板割りに従って所定
の大きさに加工したものを接着剤や粘着テープ等で接続
して行うことができる。合成樹脂発泡板はカッターナイ
フ等で容易に加工することができるため、船底形の組立
時の作業性や気密性を高めるために各合成樹脂発泡板の
接合部分を所望の断面形状となるように加工しておくこ
とが好ましい。かかる船底形の高さHは、施工される基
礎の高さよりも通常数cm程度高く設定される。
Next, the synthetic resin foam plate 1 is assembled on the ground in a ship bottom shape (FIG. 2B). The ship bottom type assembling with the synthetic resin foam plate 1 can be performed by connecting a synthetic resin foam plate processed to a predetermined size in accordance with the board splitting with an adhesive or an adhesive tape. Since the synthetic resin foam board can be easily processed with a cutter knife etc., in order to improve the workability and airtightness at the time of assembling the bottom of the ship, the joint part of each synthetic resin foam board should have a desired cross-sectional shape It is preferable to process it. The height H of the ship bottom shape is usually set to be several cm higher than the height of the foundation to be constructed.

【0017】合成樹脂発泡板1は任意の大きさのものを
組み合わせて使用できるが、搬送性、現場施工性等を考
慮して、一般に500mm×1000mm〜2000m
m×3000mm程度のものが好適である。
The synthetic resin foam plate 1 can be used in combination of any size. However, in consideration of transportability, on-site workability, etc., it is generally 500 mm × 1000 mm to 2000 m.
Those having a size of about mx 3000 mm are suitable.

【0018】合成樹脂発泡板1の材料としては、断熱性
に優れたものが用いられ、特に好ましくは保水性が無
く、耐久性にも優れたものが望ましく、例えばポリスチ
レン発泡体,硬質ウレタン発泡体,フェノール発泡体等
が挙げられる。かかる合成樹脂発泡板1の厚みは、地域
毎の設計環境温度等から要求される断熱性能によって決
められるが、上記の材料を用いることにより通常は50
mm〜100mm程度とすることができる。
As a material of the synthetic resin foam plate 1, a material having excellent heat insulating properties is used, and particularly preferably a material having no water retention and excellent in durability is preferable. For example, a polystyrene foam, a hard urethane foam And phenol foam. The thickness of the synthetic resin foam plate 1 is determined by the heat insulation performance required from the design environment temperature and the like in each region.
mm to about 100 mm.

【0019】合成樹脂発泡板1としてポリスチレン発泡
体のように表面仕上げまでの間に紫外線劣化する可能性
がある材料を用いる場合には、片面に樹脂モルタル層や
珪酸カルシウム板,フレキシブルボード等の外装材を形
成しておき、この外装材が形成されている面を外側にし
て船底形の外周部分を組み立てるのが好ましい。
When a material such as polystyrene foam, which is likely to be deteriorated by ultraviolet rays before surface finishing, is used as the synthetic resin foam plate 1, an outer surface such as a resin mortar layer, a calcium silicate plate, or a flexible board is provided on one surface. It is preferable to form a material and then assemble the outer peripheral portion of the ship bottom shape with the surface on which the exterior material is formed outside.

【0020】かかる樹脂モルタル層は、樹脂モルタルノ
ロを合成樹脂発泡板表面に塗布して形成することがで
き、その塗布厚みは通常数mm程度である。かかる樹脂
モルタルとしては、具体的には例えばセメント100部
に対し珪石粉0〜100部,スチレンブタジエンラテッ
クス等の樹脂5〜25部,水50〜100部を添加した
ものを用いることができる。また、珪酸カルシウム板や
フレキシブルボード等は、合成樹脂発泡板に接着剤で取
り付けることができる。
Such a resin mortar layer can be formed by applying a resin mortar layer to the surface of a synthetic resin foam plate, and the applied thickness is usually about several mm. Specifically, for example, a resin mortar obtained by adding 0 to 100 parts of silica powder, 5 to 25 parts of a resin such as styrene butadiene latex, and 50 to 100 parts of water to 100 parts of cement can be used. Further, a calcium silicate plate, a flexible board and the like can be attached to a synthetic resin foam plate with an adhesive.

【0021】次に、図2(c)に示されるように、基礎
梁部分の配筋4a,4b及び基礎スラブ部分の配筋4
c、更に型枠5を組む。尚、外周部分の合成樹脂発泡板
は、基礎梁の型枠として兼用することもでき、特に前記
の珪酸カルシウム板やフレキシブルボード等を接着した
ものを使用する場合には、別体の型枠は不要である。
Next, as shown in FIG. 2C, the reinforcing bars 4a and 4b of the foundation beam portion and the reinforcing bars 4 of the foundation slab portion are provided.
c, Form frame 5 is further assembled. Incidentally, the synthetic resin foam plate of the outer peripheral portion can also be used as a formwork of the foundation beam, especially when the above-mentioned calcium silicate plate or a flexible board is used, a separate formwork is required. Not required.

【0022】合成樹脂発泡板1による船底形の組立と、
配筋組み及び型枠組みについては、上記の手順に限定さ
れるものではなく、作業性を考慮して適宜決めることが
できる。例えば、底部の合成樹脂発泡板の敷設と基礎ス
ラブの配筋組みが完了した後、周辺部の合成樹脂発泡板
の組み付け、基礎梁の配筋組み・型枠組みを行うことも
できる。
A ship bottom-shaped assembly using the synthetic resin foam plate 1;
The arrangement of reinforcing bars and the formwork are not limited to the above procedures, but can be determined as appropriate in consideration of workability. For example, after the laying of the synthetic resin foam plate at the bottom and the reinforcement arrangement of the foundation slab are completed, the assembly of the synthetic resin foam plate at the peripheral portion and the reinforcement arrangement and formwork of the foundation beam can be performed.

【0023】以上のようにして断熱材(合成樹脂発泡板
1)の配設、配筋組み及び型枠組みを全て完了した後、
コンクリートを打設することにより、断熱材とコンクリ
ートが一体となった船底形断熱基礎が形成される(図2
(d))。最後に、型枠を除去した後、必要に応じて基
礎外周部分に埋土若しくは盛土を行う。
After completing the arrangement of the heat insulating material (synthetic resin foam plate 1), the reinforcing arrangement and the formwork as described above,
By casting the concrete, a ship-bottomed heat-insulating foundation in which the heat insulating material and concrete are integrated is formed (Fig. 2).
(D)). Finally, after removing the formwork, burying or embankment is performed on the outer peripheral portion of the foundation as necessary.

【0024】本発明に係る船底形断熱基礎では、室内側
とは反対側のコンクリート面が全て断熱材で覆われ風雨
や地盤の湿気に直接晒されず、また、コンクリートが断
熱構造として全て室内側となり、夏冬通じて比較的一定
の温度条件に保たれる為、基礎そのものの耐久性向上が
期待できる。また、鉄筋入りのべた基礎全体で荷重を地
盤面に伝達する構造である為、軟弱地盤での耐震性が向
上するものと期待される。
In the ship bottom type heat insulating foundation according to the present invention, the concrete surface on the side opposite to the indoor side is entirely covered with the heat insulating material so that it is not directly exposed to wind and rain or the moisture of the ground. Since the temperature is kept relatively constant throughout the summer and winter, the durability of the foundation itself can be improved. In addition, since the load is transmitted to the ground surface by the entire solid foundation with reinforcing steel, it is expected that the earthquake resistance on soft ground will be improved.

【0025】更に、本発明に係る船底形断熱基礎は完全
な外断熱構造であるため、蓄熱効果が向上し、パッシブ
ソーラーシステムを採用する住宅の基礎として極めて好
適である。以下、この点について図3を用いて簡単に説
明する。
Further, since the ship bottom type heat insulation foundation according to the present invention has a complete external heat insulation structure, the heat storage effect is improved, and it is extremely suitable as a foundation for a house employing a passive solar system. Hereinafter, this point will be briefly described with reference to FIG.

【0026】図3は、木造住宅の基礎周辺の一施工例を
模式的に示した断面図である。本施工例では、先に説明
した手順に従って船底形断熱基礎を施工した後、基礎梁
2,2’の上面に均しモルタル105を施工し、必要に
応じてパッキンを敷設した後、土台106を固定する。
そして、壁面の断熱材6を柱107の外側に取り付け、
基礎の断熱材1との接合部分には気密処理を施す。な
お、高断熱・高気密住宅の施工では、開口部を除く建物
全体が断熱構造となるように建物全周に渡って断熱材隙
間なく取り付けられる。
FIG. 3 is a cross-sectional view schematically showing one example of construction around the foundation of a wooden house. In this construction example, after constructing the ship-bottom type insulation foundation according to the procedure described above, leveling the mortar 105 on the upper surfaces of the foundation beams 2 and 2 ', laying packing as necessary, and then mounting the base 106 Fix it.
Then, the heat insulating material 6 on the wall surface is attached to the outside of the pillar 107,
An airtight treatment is applied to a joint portion between the base and the heat insulating material 1. In the construction of a highly heat-insulated and air-tight house, the entire building except for the opening has a heat-insulating structure, and the heat-insulating material is attached without gaps all around the building.

【0027】パッシブソーラーシステムにおいて基礎を
蓄熱体として利用する場合、例えば、夏期冷房時には夜
間の冷たい外気を床下空間に導入し蓄熱体であるコンク
リート基礎に蓄熱して、昼間に床下空間の冷気を利用し
て(必要に応じてヒートポンプエアコン等の冷房機器を
併用して)居室を冷房する。また、冬期暖房時には、昼
間に外壁と断熱材との間を上昇した屋根空間の暖気を床
下空間に導入し蓄熱体であるコンクリート基礎に蓄熱し
て、夜間に床下空間の暖気を利用して(必要に応じて暖
房機器を併用して)居室を暖房することが考えられる。
When the base is used as a heat storage in a passive solar system, for example, during cooling in summer, cold outside air at night is introduced into the underfloor space to store heat in the concrete foundation which is a heat storage, and the cool air in the underfloor space is used during the day. Then, cool the living room (using cooling equipment such as a heat pump air conditioner if necessary). In addition, during winter heating, warm air in the roof space that rises between the outer wall and the heat insulating material during the day is introduced into the underfloor space and stored in the concrete foundation, which is a heat storage body, and the warm air in the underfloor space is used at night ( It is conceivable to heat the living room (using heating equipment as needed).

【0028】図3に示した例では、間仕切り壁108の
中に2系統の配管109を通し、一方の配管を冷気若し
くは暖気の床下空間への導入に用い、他方の配管を床下
空間の暖気若しくは冷気の居室への導入に用いるもので
ある。
In the example shown in FIG. 3, two pipes 109 are passed through the partition wall 108, one pipe is used to introduce cold or warm air into the underfloor space, and the other pipe is used to warm or cool the underfloor space. It is used to introduce cold air into living rooms.

【0029】先述したように、本発明によって施工され
る断熱基礎は完全な外断熱構造であるため、床下空間に
導入された冷気若しくは暖気の顕熱を熱容量の大きい基
礎に効率良く蓄熱することが可能であり、上記のような
パッシブソーラーシステムにおける蓄熱体としての利用
に極めて有効である。
As described above, since the heat-insulating foundation constructed according to the present invention has a complete external heat-insulating structure, it is possible to efficiently store the sensible heat of cold or warm air introduced into the underfloor space on the foundation having a large heat capacity. It is possible and very effective for use as a heat storage in the passive solar system as described above.

【0030】[0030]

【発明の効果】以上説明したように、本発明の船底形断
熱基礎の施工方法によれば、1回のコンクリートの打設
によって完全な外断熱構造の基礎を施工することがで
き、更には、従来のように必ずしも根切りをする必要が
なく、簡易な地業で済ませることができる。従って、よ
り短かい期間で高断熱の基礎構造を実現することができ
る。
As described above, according to the method of constructing a ship bottom type heat insulating foundation according to the present invention, a foundation of a complete external heat insulating structure can be constructed by a single casting of concrete. It is not always necessary to cut off the roots as in the conventional case, and it is possible to end up with a simple local business. Therefore, a highly heat-insulated basic structure can be realized in a shorter period.

【0031】また、特に、表面に樹脂モルタル層や珪酸
カルシウム板,フレキシブルボード等の外装材を形成し
た合成樹脂発泡板を船底形の外周部分に用いた場合に
は、紫外線による合成樹脂発泡板の劣化を防止すること
ができ、この劣化による断熱欠損部の発生を防止でき
る。また、かかる合成樹脂発泡板は基礎梁の型枠として
十分兼用可能であり、断熱材と型枠の建て込みを同時に
行うことができ、更なる工期の短縮化を図ることもでき
る。
In particular, when a synthetic resin foam plate having a resin mortar layer, an outer material such as a calcium silicate plate or a flexible board formed on the outer surface of a ship bottom is used, the synthetic resin foam plate is exposed to ultraviolet rays. Deterioration can be prevented, and the occurrence of a heat-insulating defect due to this deterioration can be prevented. Further, such a synthetic resin foam plate can be sufficiently used as a formwork of a foundation beam, and a heat insulating material and a formwork can be simultaneously installed, thereby further shortening a construction period.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明によって施工される船底形断熱基礎の一
例を模式的に示した斜視図である。
FIG. 1 is a perspective view schematically showing an example of a ship bottom type heat insulating foundation constructed according to the present invention.

【図2】本発明の施工方法を説明するための断面図であ
る。
FIG. 2 is a sectional view for explaining a construction method of the present invention.

【図3】本発明によって施工される船底形断熱基礎を、
パッシブソーラーシステムを採用する住宅の基礎とした
一例を模式的に示した断面図である。
FIG. 3 shows a ship bottom type insulation foundation constructed according to the present invention;
It is sectional drawing which showed typically an example used as the foundation of the house which employs a passive solar system.

【図4】従来例の基礎断熱工法を説明するための図であ
る。
FIG. 4 is a diagram for explaining a basic heat insulation method of a conventional example.

【図5】他の従来例の基礎断熱工法を説明するための図
である。
FIG. 5 is a diagram for explaining a basic heat insulation method of another conventional example.

【符号の説明】[Explanation of symbols]

1 合成樹脂発泡板(断熱材) 2,2’ 基礎梁 3 基礎スラブ 4a,4b,4c 配筋 5 型枠 6 壁面の断熱材 101 断熱材 102 基礎梁 103 基礎スラブ 104 フーチング 105 均しモルタル 106 土台 107 柱材 108 間仕切り壁 109 配管 DESCRIPTION OF SYMBOLS 1 Synthetic resin foam board (heat insulation material) 2, 2 'Foundation beam 3 Foundation slab 4a, 4b, 4c Reinforcement 5 Formwork 6 Wall insulation material 101 Thermal insulation material 102 Foundation beam 103 Foundation slab 104 Footing 105 Leveling mortar 106 Base 107 Column material 108 Partition wall 109 Piping

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 外周部分が基礎梁で囲まれ、その内側底
部に基礎スラブが形成される船底形基礎の断熱施工方法
であって、 合成樹脂発泡板を船底形に組み立てると共に、基礎梁部
分及び基礎スラブ部分の配筋組みと型枠組みをした後、
コンクリートを打設することを特徴とする船底形断熱基
礎の施工方法。
1. A method for thermally insulating a ship bottom foundation in which an outer peripheral portion is surrounded by a foundation beam and a foundation slab is formed on an inner bottom portion thereof, comprising: assembling a synthetic resin foam plate into a ship bottom shape; After arranging the reinforcing slab and the formwork of the basic slab,
A method of constructing a ship-bottomed insulation foundation characterized by casting concrete.
【請求項2】 前記船底形の外周部分を、片面に外装材
を形成した合成樹脂発泡板の該外装材を外側にして組み
立てることを特徴とする請求項1に記載の船底形断熱基
礎の施工方法。
2. The construction according to claim 1, wherein the outer peripheral portion of the bottom shape is assembled with the exterior material of a synthetic resin foam plate having an exterior material formed on one side thereof facing outward. Method.
【請求項3】 前記合成樹脂発泡板を、基礎梁立ち上が
り部の型枠として用いることを特徴とする請求項1又は
2に記載の船底形断熱基礎の施工方法。
3. The method according to claim 1, wherein the synthetic resin foam plate is used as a formwork of a rising portion of a foundation beam.
JP28194196A 1996-10-24 1996-10-24 Ship bottom insulation base and construction method thereof, and wooden house having the ship bottom insulation foundation Expired - Fee Related JP3087019B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28194196A JP3087019B2 (en) 1996-10-24 1996-10-24 Ship bottom insulation base and construction method thereof, and wooden house having the ship bottom insulation foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28194196A JP3087019B2 (en) 1996-10-24 1996-10-24 Ship bottom insulation base and construction method thereof, and wooden house having the ship bottom insulation foundation

Publications (2)

Publication Number Publication Date
JPH10121486A true JPH10121486A (en) 1998-05-12
JP3087019B2 JP3087019B2 (en) 2000-09-11

Family

ID=17646060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28194196A Expired - Fee Related JP3087019B2 (en) 1996-10-24 1996-10-24 Ship bottom insulation base and construction method thereof, and wooden house having the ship bottom insulation foundation

Country Status (1)

Country Link
JP (1) JP3087019B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008175051A (en) * 2007-12-20 2008-07-31 Tadashi Kunitake External wall surface earthquake-resisting continuous footing with footing packing type underfloor ventilation hole
JP2016069939A (en) * 2014-09-30 2016-05-09 ジェイ建築システム株式会社 Substructure using insulation formwork, construction method, and pressure-resistant slab type grid post-foundation forming method
CN106049519A (en) * 2016-07-18 2016-10-26 重庆建工第三建设有限责任公司 Stepped large raft construction technology
JP2018084022A (en) * 2016-11-21 2018-05-31 積水ハウス株式会社 Foundation structure for dwelling house
JP2020094443A (en) * 2018-12-14 2020-06-18 正利 高田 Method for constructing foundation of building

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008175051A (en) * 2007-12-20 2008-07-31 Tadashi Kunitake External wall surface earthquake-resisting continuous footing with footing packing type underfloor ventilation hole
JP2016069939A (en) * 2014-09-30 2016-05-09 ジェイ建築システム株式会社 Substructure using insulation formwork, construction method, and pressure-resistant slab type grid post-foundation forming method
CN106049519A (en) * 2016-07-18 2016-10-26 重庆建工第三建设有限责任公司 Stepped large raft construction technology
JP2018084022A (en) * 2016-11-21 2018-05-31 積水ハウス株式会社 Foundation structure for dwelling house
JP2020094443A (en) * 2018-12-14 2020-06-18 正利 高田 Method for constructing foundation of building

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