JPH1061083A - Execution method of dirt floor - Google Patents

Execution method of dirt floor

Info

Publication number
JPH1061083A
JPH1061083A JP8218698A JP21869896A JPH1061083A JP H1061083 A JPH1061083 A JP H1061083A JP 8218698 A JP8218698 A JP 8218698A JP 21869896 A JP21869896 A JP 21869896A JP H1061083 A JPH1061083 A JP H1061083A
Authority
JP
Japan
Prior art keywords
floor
insulating material
heat insulating
ballast
foam
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.)
Pending
Application number
JP8218698A
Other languages
Japanese (ja)
Inventor
Yuusuke Kajita
祐右 梶田
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.)
KAJITA KENSETSU KK
Original Assignee
KAJITA KENSETSU 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 KAJITA KENSETSU KK filed Critical KAJITA KENSETSU KK
Priority to JP8218698A priority Critical patent/JPH1061083A/en
Publication of JPH1061083A publication Critical patent/JPH1061083A/en
Pending legal-status Critical Current

Links

Classifications

    • 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
    • Y02A30/244Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

Landscapes

  • Foundations (AREA)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To execute a dirt floor having excellent heat-insulating properties and moistureproofness by directly laying a foamed heat-insulating material on ballast without clearances and without laying a moistureproof sheet. SOLUTION: In the execution method of the dirt floor, the outer circumferential surface of a continuous footing is surrounded by a foamed heat-insulating material 2 and the heat-insulating material 2 is installed at the same time as the constitution of the continuous footing 1, the inside of the surrounded partition of the continuous footing 1 is backfilled with soil to be refilled 3, ballast 4 is laid on the soil to be refilled, ballast 4 is rolled, the foamed heat-insulating materials 5 are laid at the intervals 6 of arrangement, a field expansible heat- insulating material 7 is injected among the mutual foamed heat-insulating materials 5 and into the intervals 6 of arrangement of the foamed heat-insulating materials 5 and the continuous footing 1, and dirt-floor reinforcements 8 are assembled to the upper sections of these foamed heat-insulating materials 5, 7. Dirt-floor concrete is placed on the foamed heat-insulating materials 5, 7 and the dirt floor 9 is constituted integrally with the continuous footing 1. The intervals 6 of arrangement can be formed efficiently when spacers 10 are used.

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、建物の土間床の改
良に関するが、特に寒冷地向土間床の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in the floor of a building, and more particularly to an improvement of a floor in a cold region.

【0002】[0002]

【従来技術と課題】従来から、布基礎の囲繞区画内に独
立気泡の硬質の樹脂フォーム製としたブロック状厚肉パ
ネルを密嵌状に敷設せしめ、該ブロック状パネル上に囲
繞布基礎と一体且つ面一状に鉄筋コンクリートの土間床
部を載設形成せしめてなることを特徴とする建物土間床
装置及びブロック状厚肉パネルが複数枚対接して密嵌状
に敷設されると共に、ブロック状厚肉パネル対接部を覆
う防湿シートが下面側に追加的に設けられてなる建物土
間床装置が知られている(例えば、特開平1−2689
45号公報参照。以下、第1従来技術と称す。) この第1従来技術によるときは、コンクリートの土間床
が構成されるものの、布基礎の外周面に断熱材が囲繞設
されていないため、寒冷地においては、地域によって差
があるものの、凍結深度(60〜100 cm位)によっては、
寒さが布基礎から土間床部と伝播して土間床全体を冷
し、同時に土間床の蓄熱を土中へ逃散せしめ、断熱性に
難点を有していると共に、土中の湿気が布基礎から土間
床部へ伝播し、防湿シートの使用を無意味なものとし、
防湿性に劣っている。そして、寒冷地においては、布基
礎や土間床部が吸湿すると、寒冷期に凍結し、クラック
を発生せしめ、土間床の寿命を縮めている。
2. Description of the Related Art Conventionally, a block-shaped thick panel made of a closed-cell hard resin foam is laid closely in the surrounding section of a cloth base, and integrated with the surrounding cloth base on the block-shaped panel. In addition, a plurality of slab floor devices and block-shaped thick panels are laid in close contact with each other, and a block-shaped thick slab is provided. 2. Description of the Related Art There is known a building floor device in which a moisture-proof sheet for covering a meat panel contact portion is additionally provided on a lower surface side (for example, Japanese Patent Application Laid-Open No. 1-2689).
See No. 45 publication. Hereinafter, this is referred to as a first conventional technique. According to the first prior art, although the concrete floor is formed, since the heat insulating material is not provided on the outer peripheral surface of the cloth foundation, in a cold region, although there is a difference depending on the region, the freezing depth is different. (About 60-100 cm)
The cold spreads from the fabric foundation to the dirt floor and cools the whole dirt floor, and at the same time, dissipates the heat storage of the dirt floor into the soil. Propagation to the floor of the soil, making the use of moisture-proof sheets meaningless,
Poor moisture proof. In a cold region, when the cloth foundation and the floor of the soil absorb moisture, they freeze in the cold season, causing cracks, and shortening the life of the soil floor.

【0003】かかる第1従来技術の課題を解決する発明
が本発明者によって提案されている。この本発明者によ
る発明は、図3、図4に示す如く布基礎1’の構成と同
時に布基礎1’の外周面に発泡断熱材2’を囲繞設し、
布基礎1’の囲繞区画内を埋戻土3’で埋戻し、その埋
戻土上にバラス4’を敷設せしめ、このバラスを転圧し
た後防湿シート7’を敷き、該防湿シート上に発泡断熱
材5’を敷設し、該発泡断熱材の上方に土間鉄筋8’を
組み、ついで発泡断熱材上に土間コンクリートを打設し
て布基礎1’と一体に土間床9’を構成するということ
である。(例えば、特開平4−315614号公報参
照。以下、第2従来技術と称す。)
The present inventor has proposed an invention which solves the problem of the first prior art. According to the invention of the present inventor, as shown in FIGS. 3 and 4, at the same time as the structure of the cloth foundation 1 ', a foam heat insulating material 2' is provided on the outer peripheral surface of the cloth foundation 1 ',
The inside of the surrounding section of the cloth foundation 1 'is backfilled with backfill soil 3', a ballast 4 'is laid on the backfill soil, and after rolling the ballast, a moisture-proof sheet 7' is laid, and the moisture-proof sheet 7 'is laid. A foam insulation material 5 'is laid, a dirt reinforcing bar 8' is assembled above the foam insulation material, and a dirt concrete is cast on the foam insulation material to form a dirt floor 9 'integrally with the cloth foundation 1'. That's what it means. (For example, refer to JP-A-4-315614. Hereinafter, this is referred to as a second conventional technique.)

【0004】この第2従来技術によるときは、布基礎外
周面の発泡断熱材により、寒さや湿気が土間床に伝播す
ること及び土間床の熱が土中に逃散することなどを防止
できるというすぐれた機能が発揮されるので、この第2
従来技術は、有意性のある発明ということができる。処
が、前記第2従来技術は、転圧されたバラスの上に敷か
れた防湿シートがバラスによって突破られ或いは切裂か
れることがあり、そうなれば、再度敷きなおさなければ
ならず、作業能率を低下させ、工期に悪影響を与えてい
た。防湿シートが上述のように損傷した場合、再度敷き
なおさないということも考えられるのであるが、こうす
るとバラスの上に発泡断熱材を直接敷設せざるを得なく
なる。
According to the second prior art, the foam insulation on the outer peripheral surface of the fabric base can prevent the transmission of cold and moisture to the floor, and prevent the heat of the floor from escaping into the ground. This second function
The prior art can be said to be a significant invention. However, in the second prior art, the moisture-proof sheet laid on the rolled ballast may be broken or cut by the ballast, and in that case, it must be re-laid, and the work efficiency is reduced. And the construction period was adversely affected. If the moisture-proof sheet is damaged as described above, it is conceivable that the sheet will not be laid again. However, in this case, the foam insulation must be laid directly on the ballast.

【0005】このように施工すれば、発泡断熱材相互の
当接部及び発泡断熱材と布基礎との当接部から、土間床
の熱が土中に逃散する虞れやバラスの湿気が土間床に伝
わる心配が生じ、好ましい土間床といえなくなる。前記
した防湿シートの損傷は、多くの場合、砂利が角ばって
いるときに発生しやすいように思われる。
[0005] With this construction, there is a possibility that the heat of the slab floor may escape into the soil from the contact portion between the foamed heat insulating materials and the contact portion between the foamed heat insulating material and the cloth foundation, and that the moisture of the ballast may be removed from the soil. There is a concern that it will be transmitted to the floor, and the floor will not be a preferable floor. Damage to the moisture barrier sheet described above often appears to occur when the gravel is square.

【0006】本発明は、これらの従来技術に着目してな
したものであるが、殊に前記第2従来技術の改善を目指
すもので、バラスによって損傷され易い防湿シートをバ
ラス上に敷くという施工法を避け、該バラス上に発泡断
熱材を直接敷設するという施工手段を採用しながら、土
間床の熱が土中に逃散することがない、かつ土中の湿気
がバラスを通って土間床にあがることのないといった有
益な土間床の提案を目的とする。
The present invention has been made by paying attention to these prior arts. In particular, the present invention aims to improve the second prior art, in which a moisture-proof sheet which is easily damaged by a ballast is laid on the ballast. Avoiding the method, while adopting construction means of laying foam insulation directly on the ballast, the heat of the dirt floor does not escape into the soil, and moisture in the soil passes through the ballast to the dirt floor. The purpose is to propose a useful slab that does not rise.

【0007】[0007]

【課題を解決するための手段】本発明は、上述の目的を
達成するため、次の手段を講じる。第1に、布基礎の構
成と同時に布基礎の外周面に発泡断熱材を囲繞設し、布
基礎の囲繞区画内を埋戻土で埋戻し、その埋戻土上にバ
ラスを敷設せしめ、このバラスを転圧した後、発泡断熱
材を配置間隔を空けて敷設し、発泡断熱材相互間の配置
間隔及び発泡断熱材と布基礎との配置間隔に現場発泡性
断熱材を注入せしめ、それら発泡断熱材の上方に土間鉄
筋を組み、ついで発泡断熱材上に土間コンクリートを打
設して布基礎と一体に土間床を構成するということであ
る。第2に、発泡断熱材相互間の配置間隔及び発泡断熱
材と布基礎との配置間隔をスペーサーの配設によって形
成した後現場発泡断熱材を注入するということである。
The present invention takes the following measures to achieve the above-mentioned object. First, at the same time as the construction of the cloth foundation, a foam insulation material is provided around the outer peripheral surface of the cloth foundation, the inside of the surrounding section of the cloth foundation is backfilled with backfill soil, and a ballast is laid on the backfill soil. After the baluns are compacted, foam insulation is laid with a gap between the foam insulation and the gap between the foam insulation and the gap between the foam insulation and the fabric base. It means that a slab rebar is assembled above the heat insulating material, and then a slab concrete is cast on the foamed heat insulating material to form a slab floor integrally with the cloth foundation. Secondly, the space between the foam insulation and the space between the foam insulation and the fabric base are formed by disposing the spacers, and then the foam insulation in-situ is injected.

【0008】[0008]

【発明の実施の形態】図1、図2を参照しながら説明す
る。布基礎1及び発泡断熱材2の構成手段は、前記した
特願平4−315614号公報に開示されている構成手
段と同じである。即ち、布基礎1及び発泡断熱材2は、
根掘りした後に敷設したバラス11上にベース鉄筋12と布
鉄筋13とを組み、ベースコンクリート14を構成してから
同時に構成する。布基礎1及び発泡断熱材2は、ベース
コンクリート14上に起立した内型枠(不図示)と、外型
枠15の一側全周面に取外し可能に止着された発泡断熱材
2を内型枠(不図示)側に配してベースコンクリート14
上に起立せしめた外型枠15の発泡断熱材2との間に布コ
ンクリートを打設して構成する。布基礎1及び発泡断熱
材2は、布コンクリートの硬化後に外型枠15を発泡断熱
材2から取外せば同時に構成され、かつ両方が密着一体
化して剥離の心配が著しく減少し、断熱性と防湿性とが
向上する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A description will be given with reference to FIGS. The constituent means of the cloth foundation 1 and the foam heat insulating material 2 are the same as the constituent means disclosed in the above-mentioned Japanese Patent Application No. 4-315614. That is, the cloth foundation 1 and the foam insulation 2
The base reinforcing bar 12 and the cloth reinforcing bar 13 are assembled on the ballast 11 laid after the excavation, and the base concrete 14 is formed and simultaneously formed. The cloth foundation 1 and the foam heat insulating material 2 include an inner mold (not shown) standing on the base concrete 14 and a foam heat insulator 2 detachably fixed to the entire peripheral surface of one side of the outer mold 15. Place the base concrete 14 on the formwork (not shown) side.
Fabric concrete is cast between the foam insulation 2 of the outer formwork 15 erected above. The cloth foundation 1 and the foam insulation 2 are formed at the same time if the outer mold 15 is removed from the foam insulation 2 after the hardening of the cloth concrete. Moisture resistance is improved.

【0009】上述したように布基礎1の構成と同時に布
基礎1の外周面全面に発泡断熱材2を囲繞設するため、
該断熱材と外型枠15との止着手段は、釘打ちなど取外し
が簡単な止着手段を採用する。なお、外型枠15を発泡断
熱材2から取外すタイミングは、布コンクリートの硬化
後であれば、いつでも構わないし、図示例のようにあえ
て取外さなくても構わない。布基礎1が構成されたら、
その布基礎による囲繞区画内を埋戻土3で埋戻し、この
埋戻土上にバラス4を敷設した後転圧が終了したら発泡
断熱材5を敷設する。この発泡断熱材5は、前記発泡断
熱材2と同様に断熱及び防湿のために使用し、土間床が
寒さで冷されることを防止せしめると共に、土間床の熱
が土中へ逃散することを防止せしめ、併せて防湿の機能
を発揮せしめる。
As described above, in order to surround the foam heat insulating material 2 on the entire outer peripheral surface of the cloth foundation 1 simultaneously with the construction of the cloth foundation 1,
As a fastening means between the heat insulating material and the outer mold 15, a fastening means such as nailing, which can be easily removed, is employed. The outer mold 15 may be removed from the foam insulation 2 at any time after the hardening of the cloth concrete, or may not be removed as in the illustrated example. When the cloth foundation 1 is constructed,
The inside of the surrounding section of the cloth foundation is backfilled with backfill soil 3, a ballast 4 is laid on the backfill soil, and after rolling compaction, a foam insulation material 5 is laid. This foam insulation material 5 is used for heat insulation and moisture proof like the foam insulation material 2 to prevent the floor from being cooled by the cold and to prevent the heat of the floor from escaping into the soil. It also prevents moisture and demonstrates its moisture-proof function.

【0010】前記発泡断熱材2及び上記発泡断熱材5
は、既に周知の発泡ポリスチレン樹脂(厚さ50mm位の発
泡スチロール樹脂)の板体を使用する。なお、上記断熱
材2、5の厚さは50mmに制約されるわけでなく、50mm以
上であっても差支えない。(例えば、50〜100 mm位の厚
さのなかから選定して使用する。) 発泡断熱材5の敷設手段は、該断熱材相互を畳のように
直接密接せしめる敷設手段を採用するのではなく、スペ
ーサー10で配置間隔6を形成しながら敷設するという新
規な敷設手段を採用する。
The foam insulation 2 and the foam insulation 5
Uses a plate of a well-known expanded polystyrene resin (styrene foam resin having a thickness of about 50 mm). The thickness of the heat insulating materials 2 and 5 is not limited to 50 mm, and may be 50 mm or more. (For example, it is used by selecting from a thickness of about 50 to 100 mm.) The laying means of the foamed heat insulating material 5 does not employ the laying means for directly bringing the heat insulating materials into close contact with each other like a tatami mat. A new laying means of laying while forming the arrangement interval 6 by the spacer 10 is adopted.

【0011】このようにスペーサー10で配置間隔6を形
成しながら発泡断熱材5を敷設する目的は、配置間隔6
内に現場発泡性断熱材7を注入し、発泡せしめて断熱層
を形成し、この断熱層によって前記した断熱性能と防湿
性能とをさらに向上せしめるためであると共に、バラス
4のなかに角ばっているバラスが混入しているとして
も、その角ばっているバラスによって断熱性能や防湿性
能が低下する心配をなくするためである。発泡断熱材5
として、前記した如く板体の発泡断熱材を使用すれば、
バラス4がかりに角ばっていても、発泡断熱材5が凹む
程度に止まって切裂けるような心配がなくなり、これと
同じことが現場発泡性断熱材7についてもいえる。
The purpose of laying the foam insulating material 5 while forming the spacing 6 with the spacers 10 is as follows.
In order to improve the heat insulation performance and the moisture proof performance by the heat insulation layer, the heat insulation layer 7 is formed by injecting the in-situ foamable heat insulating material 7 into the inside of the ballast 4. This is because even if mixed ballasts are present, there is no need to worry about the heat insulation performance and moisture-proof performance being reduced due to the angular ballus. Foam insulation 5
As described above, if the foamed heat insulating material of the plate body is used as described above,
Even if the baluns 4 are squared, there is no need to worry that the foamed heat insulating material 5 is cut to the extent that the foamed heat insulating material 5 is depressed, and the same can be said for the foamed heat insulating material 7 on site.

【0012】配置間隔6を形成するために使用するスペ
ーサー10は、木片、金属片、プラスチック片などの端材
のなかから幅寸法が略同寸(例えば、100 mm幅位)のも
のを選択してバラス4上に配置するか、或いは略同寸の
幅寸法(上記と同寸位)に成形した成形片をバラス4上
に配置する。スペーサー10の形状は、立方体、直方体、
円形(すべての円形を含む)、その他の角形からなる前
記端材又は前記成形片であり、発泡断熱材5の幅寸法及
び/又は長さ寸法ごとにバラス4上に配設するが、その
配設態様は、単に配置するという手段或いはバラス4に
接着するという手段のどちらでも構わない。
As the spacer 10 used to form the arrangement interval 6, one having a width of substantially the same size (for example, about 100 mm wide) is selected from wood pieces, metal pieces, plastic pieces and the like. The ball is placed on the ballast 4, or a molded piece having a width of substantially the same size (about the same size as above) is placed on the ballast 4. The shape of the spacer 10 is a cube, a rectangular parallelepiped,
The end material or the molded piece having a circular shape (including all circular shapes) or other square shapes, and is disposed on the ballast 4 for each width and / or length of the foamed heat insulating material 5. The configuration may be either a simple arrangement or a bonding to the ballast 4.

【0013】上述したようにバラス4上において、スペ
ーサー10で配置間隔6を形成しながら発泡断熱材5を敷
設したら、該断熱材相互間及び該断熱材と布基礎1との
配置間隔6に現場発泡性断熱材7(たとえば、発泡ポリ
ウレタンフォーム、その他の現場発泡性樹脂)を注入せ
しめ、発泡せしめて断熱層を形成せしめる。配置間隔6
内に注入した現場発泡性断熱材7が、敷設された発泡断
熱材5よりも高く盛上った時は、盛上り部をカットして
表面を面一にする。叙上のようにして発泡断熱材5がバ
ラス4上に隙間なく敷設されたら、該断熱材及び発泡し
た現場発泡性断熱材7の上方において土間鉄筋8を組
み、その鉄筋の端部を布鉄筋13に接合一体化せしめた
後、土間コンクリートを打設して布基礎1と一体化せし
め、土間床9を構成する。叙述の実施の形態における各
部材の長さ寸法、厚さ寸法、その他の寸法は、取扱い易
い寸法、断熱機能、気密機能などを損なわない適度の寸
法等の一例を示すもので、この寸法に制約されるもので
はない。
As described above, when the foamed heat insulating material 5 is laid on the ballast 4 while forming the spacing 6 by the spacers 10, the space between the heat insulating materials and the spacing 6 between the heat insulating material and the fabric base 1 are located on site. A foamable heat insulating material 7 (for example, foamed polyurethane foam or other foamable resin in place) is injected and foamed to form a heat insulating layer. Arrangement interval 6
When the in-situ foaming heat insulating material 7 injected into the inside rises higher than the laid foam heat insulating material 5, the rising portion is cut to make the surface flush. When the foamed heat insulating material 5 is laid without any gaps on the ballast 4 as described above, the earth reinforcement 8 is assembled above the heat insulating material and the foamed in-situ foamed heat insulating material 7, and the end of the reinforcing steel is connected to the cloth reinforcing steel. After joining and integrating to the floor 13, concrete between the floors is cast and integrated with the cloth foundation 1 to form the floor 9. The length, thickness, and other dimensions of each member in the embodiment described above are examples of easy-to-handle dimensions, moderate dimensions that do not impair the heat insulation function, airtight function, and the like. It is not something to be done.

【0014】[0014]

【発明の効果】本発明は、叙上のように布基礎の構成と
同時に布基礎の外周面に発泡断熱材を囲繞設したことに
より、外周面に発泡断熱材を有する布基礎を能率よく施
工し得、かつ寒さや湿気が土間床に伝播すること及び土
間床の熱が土中に逃散することなどを上記発泡断熱材で
防止できるのは勿論であるが、就中、バラス上に防湿シ
ートを敷くことなく、発泡断熱材を配置間隔を空けて敷
設し、その発泡断熱材相互間及び該断熱材と布基礎との
配置間隔に現場発泡性断熱材を注入せしめ、その断熱材
を発泡せしめて断熱層を形成せしめたことにより、バラ
ス上に発泡断熱材が隙間なく直接敷設され、土間床の熱
が床下の土中に逃散すること、及び床下の土中の湿気が
バラスを通過して土間床に伝播することなどを防止でき
るのみならず、バラスの中に角ばったものが混入してい
ても、それによってバラス上の発泡断熱材が切裂けるよ
うな心配が解消し、防湿シートの敷きなおしといったよ
うな無駄な作業をしないですみ、作業能率の増進、工期
の短縮などに寄与できる。よって、前記した第2従来技
術を改善し得る。そして、バラス上の発泡断熱材相互間
及び該断熱材と布基礎との配置間隔をスペーサーの配設
によって形成するから、該配置間隔を寸法のバラツキ少
なく、能率よく形成でき、その配置間隔に現場発泡性断
熱材を注入することによって、断熱性及び防湿性に優れ
た土間床用の断熱構造を能率よく構成し得る。
As described above, according to the present invention, the cloth foundation having the foam insulation on the outer peripheral surface can be efficiently constructed by surrounding the foam insulation on the outer peripheral surface of the cloth foundation simultaneously with the construction of the cloth foundation. Of course, it is possible to prevent the cold and moisture from propagating to the soil floor and the heat of the soil floor from escaping into the soil with the foam insulation material. Without laying the foam, lay the foam insulation at intervals, and inject the foamable insulation at the site between the foam insulation and the spacing between the insulation and the cloth foundation, and foam the insulation. By forming the heat insulation layer, foam insulation is laid directly on the ballast without any gaps, the heat of the intersoil floor dissipates into the soil under the floor, and the moisture in the soil under the floor passes through the ballast. Not only can it prevent propagation to the floor, Even if there is a sharp thing in the fabric, the foam insulation on the ballast will not be torn by this, and you will not have to do unnecessary work such as re-laying the moisture-proof sheet. And shorten the construction period. Therefore, the second prior art described above can be improved. Since the spacing between the foamed heat insulating materials on the ballast and the space between the heat insulating material and the fabric base are formed by arranging the spacers, the space between the foamed heat insulating materials can be formed efficiently with less variation in dimensions, By injecting the foaming heat insulating material, it is possible to efficiently configure a heat insulating structure for a clay floor having excellent heat insulating properties and moisture resistance.

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

【図1】本発明土間床施工法によって完成した土間床の
一部縦断斜視図。
FIG. 1 is a partially longitudinal perspective view of a masonry floor completed by the masonry floor construction method of the present invention.

【図2】図1の(2)−(2)線による一部断面図。FIG. 2 is a partial cross-sectional view taken along line (2)-(2) in FIG.

【図3】前記第2従来技術の土間床の一部縦断斜視図。FIG. 3 is a partially longitudinal perspective view of the earthen floor of the second prior art.

【図4】図3の(4)−(4)線による一部断面図。FIG. 4 is a partial cross-sectional view taken along line (4)-(4) in FIG. 3;

【符号の説明】[Explanation of symbols]

1・・・布基礎 2・・・発泡断熱材 3・・・埋戻土 4・・・バラス 5・・・発泡断熱材 6・・・配置間隔 7・・・現場発泡性断熱材 8・・・土間鉄筋 9・・・土間床 10・・・スペーサー DESCRIPTION OF SYMBOLS 1 ... Fabric foundation 2 ... Foam insulation material 3 ... Backfill soil 4 ... Ballus 5 ... Foam insulation material 6 ... Arrangement interval 7 ... Foam heat insulation material on site 8.・ Soil reinforcement 9 ・ ・ ・ Soil floor 10 ・ ・ ・ Spacer

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 布基礎の構成と同時に布基礎の外周面に
発泡断熱材を囲繞設し、布基礎の囲繞区画内を埋戻土で
埋戻し、その埋戻土上にバラスを敷設せしめ、このバラ
スを転圧した後発泡断熱材を配置間隔を空けて敷設し、
該発泡断熱材相互間の配置間隔及び該発泡断熱材と布基
礎との配置間隔に現場発泡性断熱材を注入せしめ、それ
ら発泡断熱材の上方に土間鉄筋を組み、ついで発泡断熱
材上に土間コンクリートを打設して布基礎と一体に土間
床を構成する土間床施工法。
At the same time as the construction of the cloth foundation, a foam heat insulating material is provided around the outer peripheral surface of the cloth foundation, the inside of the surrounding section of the cloth foundation is backfilled with backfill soil, and a ballast is laid on the backfill soil. After compacting this ballast, foam insulation is laid at intervals,
In-situ foaming insulation is injected into the spaces between the foam insulations and the space between the foam insulation and the cloth foundation, and a slab reinforcing bar is assembled above the foam insulations. A slab floor construction method in which concrete is cast and a slab is constructed integrally with the fabric foundation.
【請求項2】 発泡断熱材相互間の配置間隔及び発泡断
熱材と布基礎との配置間隔をスペーサーの配設によって
形成した後現場発泡性断熱材を注入する請求項1記載の
土間床施工法。
2. The method according to claim 1, wherein the in-situ foaming heat insulating material is injected after the spacing between the foam heat insulating materials and the spacing between the foam heat insulating material and the fabric base are formed by disposing the spacers. .
JP8218698A 1996-08-20 1996-08-20 Execution method of dirt floor Pending JPH1061083A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8218698A JPH1061083A (en) 1996-08-20 1996-08-20 Execution method of dirt floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8218698A JPH1061083A (en) 1996-08-20 1996-08-20 Execution method of dirt floor

Publications (1)

Publication Number Publication Date
JPH1061083A true JPH1061083A (en) 1998-03-03

Family

ID=16724023

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8218698A Pending JPH1061083A (en) 1996-08-20 1996-08-20 Execution method of dirt floor

Country Status (1)

Country Link
JP (1) JPH1061083A (en)

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