JP2007198052A - Basic heat insulating drainage structure - Google Patents

Basic heat insulating drainage structure Download PDF

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JP2007198052A
JP2007198052A JP2006019348A JP2006019348A JP2007198052A JP 2007198052 A JP2007198052 A JP 2007198052A JP 2006019348 A JP2006019348 A JP 2006019348A JP 2006019348 A JP2006019348 A JP 2006019348A JP 2007198052 A JP2007198052 A JP 2007198052A
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heat insulating
footing
water
drainage
insulating material
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JP4849897B2 (en
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Masami Shirato
正美 白戸
Itsuki Iitaka
一城 飯高
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MAG KK
MAG Co Ltd
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MAG Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a basic heat insulating drainage structure which uses the rock wool or the glass wool of a mat base that drains water in a short time even if covered with water by a typhoon, a flood or the like. <P>SOLUTION: A sheet for drainage formed of nonwoven fabric or the like which is continuous from the lower part of the rock wool or the glass wool brought into contact with the mat foundation part covered with water to a crushed stone side below a footing is laid and water soaked in the rock wool or the glass wool of the mat foundation part is made to escape to the crushed stone side below the footing by a capillary phenomenon, so that drainage is carried out in a short time. A similar effect is obtained by piling up soil below the rock wool or the glass wool even if the base does not have the footing. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、建築物において、基礎断熱の施工後に台風や水害で冠水した断熱材の脱水方法に関する。   The present invention relates to a method for dehydrating a heat insulating material that has been submerged by a typhoon or a flood after construction of basic heat insulation in a building.

近年、100年住める住宅などというキャッチフレーズで長持ちする木造住宅が好まれているが、木造住宅で耐久性を考えた場合、構造体である柱や土台を劣化させないことが重要である。基礎断熱の施工後において台風や水害で冠水した際には断熱材まで浸ってしまうので、脱水が遅くなると、劣化するのみだけでなく、断熱性能が損なわれる可能性がある。   In recent years, a wooden house that lasts for 100 years has been preferred. However, when considering durability in a wooden house, it is important not to degrade the pillars and foundations that are structures. When submerged by a typhoon or flood after construction of basic heat insulation, even the heat insulating material is immersed, and if dehydration is slow, not only the deterioration but also the heat insulation performance may be impaired.

従来の基礎断熱構造は、図5に示すように、布基礎部2の梁部分(縦)の片面あるいは両面に当接させていて、ファスナー4で布基礎2に固定されている。断熱材3の下端は直接フーチング部2aに接触しているか、砕石または土を挟む構造になっている。基礎断熱の施工後、通常の雨水では断熱材3の持つ撥水性で水が染みこむことは無いが、台風や水害などの場合は、前記断熱材3の施工部分まで冠水する恐れがある。   As shown in FIG. 5, the conventional basic heat insulating structure is in contact with one or both sides of the beam portion (vertical) of the fabric foundation portion 2 and is fixed to the fabric foundation 2 with fasteners 4. The lower end of the heat insulating material 3 is in direct contact with the footing part 2a or has a structure that sandwiches crushed stone or soil. After construction of the basic heat insulation, normal rainwater does not soak water due to the water repellency of the heat insulating material 3, but in the case of a typhoon or water damage, there is a risk of flooding the construction part of the heat insulating material 3.

上記の実施例として、建物外周の布基礎に、1階部の床下空間を保温する断熱材を設けた寒冷地用の低層建物において、外気を前記床下空間に導入する給気経路を設け、基礎断熱材部分を含めた床下空間全体を換気する技術が知られている。(特許文献1)   As an example of the above, in a low-rise building for cold districts provided with a heat insulating material for keeping the underfloor space of the first floor on the fabric foundation on the outer periphery of the building, an air supply path for introducing outside air into the underfloor space is provided, and the foundation A technique for ventilating the entire under-floor space including the heat insulating material is known. (Patent Document 1)

また、建設物の基礎内の地中への埋設部分に、基礎の凍上を防止するために、基礎から略水平方向に外方へ伸びる水平断熱材を設けた建築物の基礎構造において、水平断熱材の上面または下面の少なくとも一方にフィルム、シートあるいはラスからなる補強層を一体的に形成する技術が知られている。(特許文献2)
特開平10−325578号公報 特開平11−36320号公報
In addition, horizontal insulation is provided in the foundation structure of a building where a horizontal heat insulating material extending outward in a substantially horizontal direction from the foundation is provided in the underground portion of the building to prevent the foundation from freezing. A technique is known in which a reinforcing layer made of a film, a sheet, or a lath is integrally formed on at least one of an upper surface and a lower surface of a material. (Patent Document 2)
Japanese Patent Laid-Open No. 10-325578 JP-A-11-36320

特許文献1においては、水平断熱材の内側端は鉛直断熱材の外側面に略隙間なく当接され、その外側端はフーチング部よりも外側へ延設されているが、前記鉛直断熱材と前記水平断熱材の当接部分は嵌合により結合しても良いと記載されているが、嵌合部において鉛直断熱材の下端から水平断熱材の嵌合部への導水方法については何ら記載が無く、台風や水害時における鉛直断熱材の冠水対策については何ら開示も示唆も無い。   In Patent Document 1, the inner end of the horizontal heat insulating material is brought into contact with the outer surface of the vertical heat insulating material with almost no gap, and the outer end extends outward from the footing portion. Although it is stated that the contact portion of the horizontal heat insulating material may be joined by fitting, there is no description about the water guiding method from the lower end of the vertical heat insulating material to the fitting portion of the horizontal heat insulating material in the fitting portion. There is no disclosure or suggestion about flooding countermeasures for vertical thermal insulation during typhoons or floods.

また、特許文献2においては、基礎断熱された床下空間の温かい空気を利用して流入外気を温めていて、この温かい空気は布基礎を介して断熱材にも伝わるが、前記断熱材について台風や水害時における鉛直断熱材の冠水対策については何ら開示も示唆も無い。   Moreover, in patent document 2, although warm air is warmed using the warm air of the underfloor space by which foundation insulation was carried out, this warm air is transmitted also to a heat insulating material via a cloth foundation, There is no disclosure or suggestion about flooding countermeasures for vertical insulation during floods.

本発明は、上記問題点に鑑みてなされ、台風や水害時における鉛直断熱材の冠水で断熱材が吸水しても短時間で排水する方法を提供することである。   This invention is made in view of the said problem, and is providing the method of draining in a short time, even if a heat insulating material absorbs water with the flooding of the vertical heat insulating material at the time of a typhoon or a flood.

上記の課題を解決すべく、本発明においては、建築物の基礎断熱排水構造において、断熱材に使うロックウール又はグラスウールにこれらロックウール又はグラスウールよりもウィッキング力の強い排水シートを前記ロックウール又はグラスウール下端部に当接させて吸水した水を前記ガラス断熱材の繊維方向に排水するようにした。   In order to solve the above-mentioned problems, in the present invention, in the basic heat insulating drainage structure of a building, the rock wool or glass wool used for the heat insulating material is provided with a drainage sheet having a wicking power stronger than the rock wool or glass wool. The water absorbed in contact with the lower end of the glass wool was drained in the fiber direction of the glass heat insulating material.

また、前記排水シートに有機繊維の布または不織布を使用するようにした。上記により、木造住宅が台風や水害などでフーチング部に付設したロックウール又はグラスウールが冠水しても短時間で排水できるようになる。   In addition, an organic fiber cloth or nonwoven fabric is used for the drainage sheet. According to the above, even if the wooden house is flooded with rock wool or glass wool attached to the footing part due to typhoon or water damage, it can be drained in a short time.

本発明の基礎断熱排水構造は、乾式工法と湿式工法のどちらでも施工が可能であり、また基礎にフーチングが無い場合でも砕石や土などをロックウール又はグラスウールの下に盛ることで対応が出来るので広く一般の木造住宅の冠水対策として利用が可能である。   The foundation heat insulation drainage structure of the present invention can be constructed by either dry method or wet method, and even if there is no footing on the foundation, it can be handled by placing crushed stone or soil under rock wool or glass wool. It can be widely used as a flooding countermeasure for general wooden houses.

以下に、本願発明の実施例について図に基づいて説明する。図1はフーチングのある布基礎2に排水用シート5を施工した例、図2は、従来施工とポリプロピレン不織布を断熱材3の下に敷いた場合の施工とについての排水性比較、図3は、フーチングの無い布基礎2に排水用シート5を施工した例、図4は、フーチング2aの下に捨てコンクリート7がある布基礎2に排水用シート5を施工した例である。   Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows an example in which a drainage sheet 5 is constructed on a fabric foundation 2 with a footing, FIG. 2 shows a drainage comparison between conventional construction and construction in which a polypropylene nonwoven fabric is laid under a heat insulating material 3, and FIG. FIG. 4 shows an example in which the drainage sheet 5 is constructed on the fabric foundation 2 having the discarded concrete 7 under the footing 2a.

図1において、布基礎2の上には土台1が置かれ、外側にはロックウールやグラスウールから成る断熱材3が固定ファスナー4にて布基礎2に固定されている。排水用シート5は、前記断熱材3の下端部からフーチング2aのデッキ部からフーチング2aの下にまで延長されている。基礎断熱の施工後において、通常の雨水では断熱ボードの持つ撥水性で水が断熱材3に染みこむことは無いが、台風や水害で冠水になると、断熱材3であっても冠水して水が侵入する可能性がある。大水が引いた後でも、排水シート5が無い場合には、前記断熱材3には水が残り、特に断熱材3下部ではガラス繊維の毛管現象により、染みこんだ水が長時間抜け切らない。   In FIG. 1, a base 1 is placed on a cloth foundation 2, and a heat insulating material 3 made of rock wool or glass wool is fixed to the cloth foundation 2 by a fixing fastener 4 on the outside. The drainage sheet 5 extends from the lower end of the heat insulating material 3 to the bottom of the footing 2a from the deck portion of the footing 2a. After construction of basic insulation, normal rainwater does not soak water into the insulation 3 due to the water repellency of the insulation board, but if it becomes submerged by a typhoon or flood, even the insulation 3 will be submerged and watered. May intrude. If there is no drainage sheet 5 even after a large amount of water is drawn, water remains in the heat insulating material 3, and in particular at the lower part of the heat insulating material 3, the soaked water does not escape for a long time due to the capillary action of glass fiber. .

本発明においては、排水シート5の形状は、断熱材下端部から暫く水平を保ち、そこから垂直に下げてフーチングの下にしばらく垂直下降させ、更に水平方向に曲げる構成とした。   In the present invention, the shape of the drainage sheet 5 is such that it is kept horizontal from the lower end of the heat insulating material for a while, lowered vertically from there, vertically lowered for a while under the footing, and further bent in the horizontal direction.

従って、本発明のような構成で排水シート5が施工された場合には、排水シート5の毛管現象と排水シートをフーチングの下にまで延長して垂れ下げた構造から水が重力により下部に誘導されるので断熱材3からの排水時間は短縮される。   Therefore, when the drainage sheet 5 is constructed in the configuration of the present invention, water is guided to the lower part by gravity due to the capillary phenomenon of the drainage sheet 5 and the structure in which the drainage sheet is extended to the bottom of the footing and hung down. Therefore, the drainage time from the heat insulating material 3 is shortened.

図2は、従来施工とポリプロピレン不織布(Typar SF 37)を断熱材3の下に敷いた場合の施工とについて排水性の比較を行ったものである。試験用断熱材サンプル(200mm x 200 mm x 50mm)を垂直に浸水させて24時間経過してから引き上げた後、図1の排水シート5を先に配置し、その上に前記試験用サンプルを断熱材3の位置に置いて、所定時間経過後に前記試験用サンプルの重量を量ることにより排水の状態を確認した。この際、下地が吸水しないように試験用サンプルが接する箇所はポリエチレンシートを貼り、排水シート5にはポリプロピレン不織布(Typar SF 37)を用いた。   FIG. 2 is a comparison of drainage between the conventional construction and the construction in which a polypropylene nonwoven fabric (Typar SF 37) is laid under the heat insulating material 3. A test heat insulating material sample (200 mm × 200 mm × 50 mm) is immersed vertically and pulled up after 24 hours have elapsed, and then the drainage sheet 5 of FIG. 1 is placed first, and the test sample is heat-insulated thereon. The state of the drainage was confirmed by placing the test sample at the position of the material 3 and weighing the test sample after a predetermined time. At this time, a polyethylene sheet was attached to a portion where the test sample was in contact with the base so that the substrate did not absorb water, and a polypropylene nonwoven fabric (Typar SF 37) was used for the drainage sheet 5.

同図において、従来構成とポリプロピレン不織布を用いた構成とでは、水から引き上げて24時間を経過した時点から差が現れ、48時間を経過するとポリプロピレン不織布を用いた構成ではほとんど排水されているのに対して、従来構成では96時間経過してもポリプロピレン不織布を用いた構成の24時間レベルにしか達していないことが分かる。   In the figure, the difference between the conventional configuration and the configuration using the polypropylene nonwoven fabric appears from the time when 24 hours have passed after being pulled out of the water, and the configuration using the polypropylene nonwoven fabric is almost drained after 48 hours. On the other hand, in the conventional configuration, it can be seen that even when 96 hours have elapsed, it has reached only the 24-hour level of the configuration using the polypropylene nonwoven fabric.

図3は、布基礎2にフーチングが無い場合の施工例である。図1のフーチングに相当する部分に土を盛り、排水シートの配置形状を図1と同じように、断熱材下端部から暫く水平を保ち、そこから垂直に下げて下にしばらく垂直下降させ、更に水平方向に曲げる構成とした。   FIG. 3 is a construction example in the case where there is no footing in the fabric foundation 2. The soil corresponding to the footing of FIG. 1 is piled up, and the layout of the drainage sheet is kept horizontal for a while from the lower end of the heat insulating material as in FIG. It was set as the structure bent in a horizontal direction.

図4は、フーチング2aの下に捨てコンクリート7が存在する場合の施工例である。この場合は、排水シート5の下端部を捨てコンクリート7の底面と同じあるいは底面よりも低い位置まで掘り起こすことにより、排水が捨てコンクリート7部分に滞留することが防げるのでより排水効率が高くなる。   FIG. 4 shows an example of construction when the discarded concrete 7 exists under the footing 2a. In this case, by draining the lower end portion of the drainage sheet 5 to the same position as the bottom surface of the discarded concrete 7 or lower than the bottom surface, the drainage can be prevented from staying in the discarded concrete 7 portion, so that the drainage efficiency becomes higher.

建物が台風や大水で冠水しても、布基礎部に当接させたロックウール又はグラスウールの下端部からフーチングの下にある砕石側まで連続した不織布などの排水用シートを敷き、布基礎部のロックウール又はグラスウールに染みこんだ水を毛管現象によってフーチングの下にある砕石側へ逃がすことにより、短時間で排水が可能となり、従来工法に較べて木材を使った建物の寿命が延びるので、地球規模での森林保護の一助となり、長期的な視点から環境保護支援が可能となる。   Even if the building is flooded with typhoon or large water, spread the drainage sheet such as non-woven fabric continuously from the lower end of rock wool or glass wool that is in contact with the fabric foundation to the crushed stone under the footing, and the fabric foundation By escaping the water soaked in rock wool or glass wool to the crushed stone side under the footing by capillary action, drainage is possible in a short time, and the life of the building using wood is extended compared to the conventional method, It helps to protect forests on a global scale and enables environmental protection support from a long-term perspective.

排水シートをフーチング下部まで敷設した図Figure of drainage sheet laid to the bottom of the footing 排水性比較のグラフGraph of drainage comparison 布基礎部にフーチングが無い場合に盛り土を施工してから排水シートを敷設した図Figure of drainage sheet laid after embedding when there is no footing in the fabric foundation フーチングの下部に捨てコンクリートがある場合の敷設図Laying diagram when there is abandoned concrete at the bottom of the footing 布基礎の従来施工例Conventional example of cloth foundation

符号の説明Explanation of symbols

1…土台、2…布基礎、2a…フーチング、3…断熱材、4…固定ファスナー、5…排水用シート、6…砕石、6a…盛り土、7…捨てコンクリート。 DESCRIPTION OF SYMBOLS 1 ... Foundation, 2 ... Cloth foundation, 2a ... Footing, 3 ... Insulation, 4 ... Fixed fastener, 5 ... Drainage sheet, 6 ... Crushed stone, 6a ... Filling, 7 ... Discard concrete.

Claims (2)

建築物の基礎断熱排水構造において、断熱材に使うロックウール又はグラスウールにこれらロックウール又はグラスウールよりもウィッキング力の強い排水シートを前記ロックウール又はグラスウール下端部に当接させて前記ロックウール又はグラスウールの吸水した水を前記ロックウール又はグラスウールの繊維方向に排水することを特徴とする基礎断熱排水構造。 In the basic heat insulating drainage structure of a building, the rock wool or glass wool used for the heat insulating material is brought into contact with the lower end of the rock wool or glass wool with a drainage sheet having a wicking power stronger than the rock wool or glass wool. The basic heat-insulating drainage structure is characterized by draining the water absorbed by water in the fiber direction of the rock wool or glass wool. 請求項1に記載の基礎断熱排水構造において、前記排水シートに有機繊維の布または不織布を使用したことを特徴とする基礎断熱排水構造。

2. The basic heat insulating drainage structure according to claim 1, wherein an organic fiber cloth or non-woven fabric is used for the drainage sheet.

JP2006019348A 2006-01-27 2006-01-27 Basic insulation drainage structure Expired - Fee Related JP4849897B2 (en)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138931A (en) * 1993-11-17 1995-05-30 Toray Ind Inc Water pearmeable construction sheet
JPH09273160A (en) * 1996-04-05 1997-10-21 Kasahara Kogyo Kk Foundation structure for low-rise building and its construction method
JPH10110442A (en) * 1996-10-07 1998-04-28 Jsp Corp Spring water draining material for basement, water storage tank and underground wall
JP2000192476A (en) * 1998-12-25 2000-07-11 Misawa Homes Co Ltd Foundation structure of building and construction method for foundation

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138931A (en) * 1993-11-17 1995-05-30 Toray Ind Inc Water pearmeable construction sheet
JPH09273160A (en) * 1996-04-05 1997-10-21 Kasahara Kogyo Kk Foundation structure for low-rise building and its construction method
JPH10110442A (en) * 1996-10-07 1998-04-28 Jsp Corp Spring water draining material for basement, water storage tank and underground wall
JP2000192476A (en) * 1998-12-25 2000-07-11 Misawa Homes Co Ltd Foundation structure of building and construction method for foundation

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