JPS63110349A - Waterproof construction method - Google Patents

Waterproof construction method

Info

Publication number
JPS63110349A
JPS63110349A JP25521386A JP25521386A JPS63110349A JP S63110349 A JPS63110349 A JP S63110349A JP 25521386 A JP25521386 A JP 25521386A JP 25521386 A JP25521386 A JP 25521386A JP S63110349 A JPS63110349 A JP S63110349A
Authority
JP
Japan
Prior art keywords
layer
nonwoven fabric
finishing
construction
waterproof
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
JP25521386A
Other languages
Japanese (ja)
Inventor
英博 鈴木
小嶋 朗
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.)
Kanebo Ltd
Kanebo Kasei KK
Original Assignee
Kanebo Ltd
Kanebo Kasei 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 Kanebo Ltd, Kanebo Kasei KK filed Critical Kanebo Ltd
Priority to JP25521386A priority Critical patent/JPS63110349A/en
Publication of JPS63110349A publication Critical patent/JPS63110349A/en
Pending legal-status Critical Current

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  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、防水層の上にコンクリート等のセメント系仕
上げ押え層tm工する防水工法の改良に関するものであ
り、よシ詳しくは、セメント系仕上げ押え層の乾燥硬化
中に於けるクラックの発生とそれに伴う防水13の破壊
等の防止された上記防水工法に関する。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to an improvement in a waterproofing method in which a cement-based finishing layer (tm) of concrete or the like is applied on a waterproof layer. The present invention relates to the above-mentioned waterproofing method, which prevents the occurrence of cracks during drying and hardening of the finishing press layer and the accompanying destruction of the waterproofing member 13.

(従来の技術) 従来、鉄骨、鉄筋コンクリート建造物における屋上の防
水工法としては、第4図に示すように、コンクリート屋
根(下地)(1)の上にアスファルトや防水シート、ま
たは樹脂系の塗膜防水材による防水層(2)を形成し、
更に押え層として、コンクリ−)Q)を打設する方法が
一般に用いられている。
(Conventional technology) Conventionally, as shown in Figure 4, the roof waterproofing method for steel-framed or reinforced concrete buildings has been to apply asphalt, a waterproof sheet, or a resin-based coating on the concrete roof (substrate) (1). Forming a waterproof layer (2) with waterproof material,
Furthermore, a method of pouring concrete (Q) as a pressing layer is generally used.

この場合、仕上げ押え層(コンクIJ −) 71 )
はその下面が防水層に接しており、また上面は外気に曝
され、それぞれ異なる雰囲気下に置かれている。従って
、仕上げ押え層の打設後、その上面と下面における乾燥
条件の違いから乾燥収縮の度合に差異が生じ、その結果
仕上げ押え層にクラックが発生し、ひいては仕上げ押え
層に追従している防水層の破壊を招くことがしばしばみ
られる。これに対して従来は、防水層(2)と仕上げ押
え層(4)との間に絶縁層としてポリエチレンフィルム
やアスファルトフェルト等を敷設し、乾燥収縮度合の遣
いに起因する仕上げ押え層のクラック発生の杉Jが防水
j4に及ぶのを抑制する方法がとられており、この方法
によれば、防水jtiの硬実ばある8鹿これ全防止し得
るもの\、仕上げ押え層の上面と下面における乾燥収縮
度合の違いに起因する該層のクラックの発生という根本
的な問題を解決するには至っていない。
In this case, the finishing press layer (Conc IJ-) 71)
The lower surface is in contact with the waterproof layer, and the upper surface is exposed to the outside air, each being placed under a different atmosphere. Therefore, after the finishing presser layer is cast, the degree of drying shrinkage differs due to the difference in the drying conditions on the upper and lower surfaces, resulting in cracks in the finishing presser layer, and as a result, the waterproofing that follows the finish presser layer. This often results in layer destruction. Conventionally, polyethylene film, asphalt felt, etc. were laid as an insulating layer between the waterproof layer (2) and the finishing presser layer (4), and cracks in the finishing presser layer due to the degree of drying shrinkage occurred. A method has been adopted to prevent the cedar J from reaching the waterproof j4. According to this method, it is possible to completely prevent the hard berries of the waterproof jti from reaching the upper and lower surfaces of the finishing press layer. The fundamental problem of cracks occurring in the layer due to differences in the degree of drying shrinkage has not yet been solved.

(発明が解決しようとする問題点) 本発明者等は、上記のような従来技術の問題点に鑑み、
防水層上にコンクリート等のセメント系仕上げ押え層を
施工する場合における仕上げ押え層の乾燥硬化時のクラ
ックの発生が抑制されており、従って当然ながら該クラ
ンク発生に起因する防水層の破壊の間開もない改良され
た方法を提供すべく鋭意研究を重ねた績果、本発明を完
成するに至った。
(Problems to be Solved by the Invention) In view of the problems of the prior art as described above, the present inventors have
When constructing a cement-based finish layer such as concrete on a waterproof layer, the occurrence of cracks when the finish layer dries and hardens is suppressed, and therefore, naturally, cracks are prevented from occurring during the destruction of the waterproof layer caused by cracks. As a result of extensive research in order to provide an improved method, the present invention has been completed.

(問題点を解決するための手段) 即ち本発明に、下地面上に防水層、次いでセメント系仕
上げ押え層を施工することからなる防水工法に於て、仕
上げ押え層の施工に先立って防水層表面に不織布を数段
すると共に、少なくとも仕上げ押え層の施工完了迄上記
不織布を外気と連通状態に保持し、不織布中の水分を外
気に放散させることを特徴とする工法である。
(Means for Solving the Problems) That is, in the waterproofing method of the present invention, which consists of constructing a waterproof layer on the base surface and then a cement-based finish layer, the waterproof layer is applied before the construction of the finish layer. This construction method is characterized in that several layers of nonwoven fabric are placed on the surface, and the nonwoven fabric is maintained in communication with the outside air until at least the completion of the construction of the finishing presser layer, and the moisture in the nonwoven fabric is dissipated to the outside air.

以下、本発明の防水工法を、その一実施例を示す図面に
従りて説明する。
EMBODIMENT OF THE INVENTION Hereinafter, the waterproofing method of this invention is demonstrated according to the drawing which shows one Example.

第1図は、建築物屋上に本発明の防水工法を適用した場
合の施工例を示す部分断面図であり、(1)はコンクリ
ート下地、(2)は該下地に施された防水シートからな
る防水層である。
FIG. 1 is a partial cross-sectional view showing an example of a construction in which the waterproofing method of the present invention is applied to the roof of a building, in which (1) is a concrete base and (2) is a waterproof sheet applied to the base. It is a waterproof layer.

本発明方法に於ては、この防水層(2)の上に、コンク
リート、モルタル等のセメント系仕上げ押えPi (4
)を打設する際、防水層(2)と仕上げ押え層(4)と
の間に不織布(3)を敷設すると共に、該不織布を、第
1図に示すように、仕上げ押え層の貫通目地(5、5’
 、 5”・・・)を利用する等の方1去により外気と
連通させるようにする。かくすることにより、仕上げ押
え膚のコンクリート、モルタルは、その乾・1硬化に際
して、下面側の水分が不織布の毛細管作用あるいは吸水
・吸湿作用によって、水平方向に移動、拡散すると共に
、貫通目地を通して外気中に逐次憚散するので、従来の
ように上面と下面とで乾燥条件が大きく相違するという
ようなことがなくなり、その結果、乾燥収縮の度合の違
いに基づく仕上げ押え層に於けるクラック発生が実質上
皆無となる。
In the method of the present invention, a cement-based finish presser Pi (4
), a nonwoven fabric (3) is laid between the waterproof layer (2) and the finishing presser layer (4), and the nonwoven fabric is placed at the through joints of the finishing presser layer as shown in Figure 1. (5, 5'
, 5"...) to communicate with the outside air. By doing this, the concrete and mortar on the finishing foot will be able to absorb moisture from the bottom side when it dries and hardens. Due to the capillary action or water absorption/moisture absorption action of the nonwoven fabric, it moves and diffuses horizontally, and is sequentially dispersed into the outside air through the through joints. As a result, cracks in the finishing press layer due to differences in the degree of drying shrinkage are virtually eliminated.

か\る本発明方法に於て、・防水層と仕上げ押え層との
間に介在させる不織布は、上記の通り仕上げ押え層下面
側の水分を水平方向に伝播させることに与るところから
、あるa度以上の目付、密度を有するものであることが
望ましく、通常、目付として60−4001/m2、ま
た見掛密度として0.05〜0.10程度のものが使用
される。また、不織布の素材としては、セメント系仕上
げ押え層からのアルカリの作用を考1ばすると、耐アル
カリ註にすぐれたもの、例えばポリプロピレフ CR維
等が好適に用いられる。
In the method of the present invention, the nonwoven fabric interposed between the waterproof layer and the finishing presser layer has a certain amount of moisture because it contributes to the horizontal propagation of moisture on the bottom side of the finishing presser layer as described above. It is desirable to have a basis weight and density of a degree or more, and those having a basis weight of 60-4001/m2 and an apparent density of about 0.05 to 0.10 are usually used. In addition, as the material for the nonwoven fabric, considering the effect of alkali from the cement-based finishing layer, a material with excellent alkali resistance, such as polypropyref CR fiber, is preferably used.

この不織布は、前記した水分伝播機能発現の観点からは
防水層の上に装置するだけで足りるが、さらに点接着等
により防水層に部分的に固着するようにすれば、仕上げ
押え層の施工が容易になる利点がある。また、不織布端
と不織布端との継目部分に於ては、不織布の端部同士を
10 cm以上重ねるようにするのが、不織布層中での
水分の伝播を円滑に行わしめる意味で特に望ましい。
From the viewpoint of the above-mentioned moisture propagation function, it is sufficient to simply place this nonwoven fabric on top of the waterproof layer, but if it is partially fixed to the waterproof layer by point adhesion, etc., it is possible to install the finishing presser layer. It has the advantage of being easier. Furthermore, at the joint between the ends of the nonwoven fabric, it is particularly desirable that the ends of the nonwoven fabric overlap each other by 10 cm or more in order to ensure smooth propagation of moisture within the nonwoven fabric layer.

不織布を外気と連通させ、不織布中の水分を外気に放散
させる手段として、第1図に示す実施例では、仕上げ押
え層の貫通目地を利用しているが、この場合、目地の間
隔は、通常の押え工法と同様の1〜8m程度で十分であ
る。この貫通目地には、施工中あるいは施工後に於ける
雨水等の直接的な侵入を防ぐため、一般に充填物が挿入
されるが、本発明に於て、充填物挿入後も不織布と外気
との連通状態を保持するためには、例えば第2図に示す
貫通目地部分の拡大断面図の如く該充填物として、連続
気孔性のスポンジを用いるようにすればよい。スポンジ
の材質としては、仕上げ押え層によるアルカリ下で安定
な性状を示すものが望ましく、か\るものとしてはポリ
エチレン、ポリプロピレン等のポリオレフィン類がある
As a means for communicating the nonwoven fabric with the outside air and dissipating the moisture in the nonwoven fabric to the outside air, in the embodiment shown in Fig. 1, through joints in the finishing presser layer are used. A length of about 1 to 8 m, similar to the holding method, is sufficient. Fillers are generally inserted into these penetration joints to prevent direct intrusion of rainwater, etc. during or after construction, but in the present invention, even after inserting the fillers, communication between the nonwoven fabric and the outside air is maintained. In order to maintain the condition, for example, a continuous pore sponge may be used as the filler, as shown in the enlarged cross-sectional view of the through-joint portion shown in FIG. The material of the sponge is preferably one that exhibits stable properties under alkaline conditions due to the finishing press layer, such as polyolefins such as polyethylene and polypropylene.

本発明方法に於て、不織布を外気と連通させる手段とし
ては、上記の如き貫通目地を利用する方法のほか、例え
ば第8図に示すように、不))布の端部を直接外部に露
呈させる方法を用いることもでき、またそれらを併用す
ることも可能である。
In the method of the present invention, as a means for communicating the nonwoven fabric with the outside air, in addition to the method using the through joints as described above, for example, as shown in FIG. It is also possible to use the method of making the method, and it is also possible to use these methods in combination.

さらに脱気管を用いることによって、不織布部分から強
制的に水分を除去する方法を採用することもできる。
Furthermore, by using a deaerating pipe, a method of forcibly removing moisture from the nonwoven fabric portion can also be adopted.

なお、不織布と外気との連通状態は、前記した趣旨から
して、少なくとも仕上げ押え層の乾燥硬化が実質的に終
了するまで、即ち該1脅の施工完了までは、そのま\保
持されることが必須であるが、施工完了後は必ずしも必
要ではないので、場合によりては、貫通目地等の連通部
分を仕上げ押え層の施工完了後、シーリング材などで封
鎖するようにしてもよい。
In addition, in view of the above-mentioned purpose, the state of communication between the nonwoven fabric and the outside air should be maintained as it is at least until the drying and curing of the finishing press layer is substantially completed, that is, until the completion of the above-mentioned construction. However, it is not necessarily necessary after construction is completed, so in some cases, communicating parts such as through joints may be sealed with a sealant or the like after construction of the finishing presser layer is completed.

また、第1図て示した実施例では、防水層(2)に防水
シートを用いた施工例を挙げたが、該層をアスファルト
防水あるいは塗模防水によって形成せしめてもよいこと
は云うまでもない。
Further, in the embodiment shown in Fig. 1, a construction example is given in which a waterproof sheet is used for the waterproof layer (2), but it goes without saying that the layer may be formed by asphalt waterproofing or painted waterproofing. do not have.

(作用) 以上のように、予め防水層の上面に不織布t−敷設した
上で、貫通目地等を設けてセメント系仕上げ押え層を施
工する本発明方法によれば、セメント系仕上げ押え層か
らの間隙水あるいは蒸気は、その下層に位置する不織布
によって吸収され、さらに毛細管作用によって水平方向
に伝!番され、局部的に滞留することなく貫通目地等を
通って大気中に逐次放散されるので、押え層の全表面で
の均一な乾燥が可能となり、乾燥粂件の違いに起因する
押え層の亀裂の発生が抑止され、従って当然ながらそれ
に伴う防水層の破断等のトラブルも皆無となる。また、
仮りに長期間の使用によって、仕上げ押え層表面に亀裂
を生ずるようなことがあったとしても、不織布が絶縁材
として働いて防水層への亀裂の波及という最悪の事態は
回遊することができる。
(Function) As described above, according to the method of the present invention, in which a non-woven fabric is laid on the upper surface of the waterproof layer in advance and a cement-based finishing layer is constructed by providing penetration joints, etc., Pore water or steam is absorbed by the underlying non-woven fabric and is further transmitted horizontally by capillary action! The air is dispersed into the atmosphere through through joints, etc. without being retained locally, making it possible to dry uniformly over the entire surface of the presser layer. The occurrence of cracks is suppressed, and therefore, naturally, there are no problems such as breakage of the waterproof layer caused by such cracks. Also,
Even if cracks were to occur on the surface of the finishing presser layer due to long-term use, the nonwoven fabric acts as an insulating material and the worst case scenario of cracks spreading to the waterproof layer can be avoided.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明方法による施工の一列を示す部分断面図
であり、第2図は第1図に於ける貫通目地(5)部分の
具体的構成の一例を示す拡大断面図である。第8図は本
発明方法による他の施工例を示す部分断面図、また第4
図は従来法による施工例を示す部分断面図である。 (1)・・・下地、      (2)・・・防水層、
(3)・・・不織布、(4)・・・仕上げ押え層、(5
)・・・貫通目地、(6)・・・スポンジ。 (ゝ−1 同   カネボウ化成株式会社 第1図 第2図
FIG. 1 is a partial sectional view showing one line of construction according to the method of the present invention, and FIG. 2 is an enlarged sectional view showing an example of a specific structure of the through joint (5) portion in FIG. 1. FIG. 8 is a partial sectional view showing another construction example using the method of the present invention, and FIG.
The figure is a partial sectional view showing an example of construction using a conventional method. (1)...base layer, (2)...waterproof layer,
(3)...Nonwoven fabric, (4)...Finish presser layer, (5
)...through joint, (6)...sponge. (ゝ-1 Kanebo Kasei Co., Ltd. Figure 1 Figure 2

Claims (1)

【特許請求の範囲】[Claims] 下地面上に防水層、次いでセメント系仕上げ押え層を施
工することからなる防水工法に於て、仕上げ押え層の施
工に先立って防水層表面に不織布を敷設すると共に、少
なくとも仕上げ押え層の施工完了迄、上記不織布を外気
と連通状態に保持し、不織布中の水分を外気に放散させ
ることを特徴とする工法。
In a waterproofing method that consists of constructing a waterproof layer on the base surface and then a cement-based finishing layer, a nonwoven fabric is laid on the surface of the waterproofing layer prior to the construction of the finishing layer, and at least the construction of the finishing layer is completed. A construction method characterized in that the nonwoven fabric is kept in communication with the outside air until then, and the moisture in the nonwoven fabric is dissipated to the outside air.
JP25521386A 1986-10-27 1986-10-27 Waterproof construction method Pending JPS63110349A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25521386A JPS63110349A (en) 1986-10-27 1986-10-27 Waterproof construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25521386A JPS63110349A (en) 1986-10-27 1986-10-27 Waterproof construction method

Publications (1)

Publication Number Publication Date
JPS63110349A true JPS63110349A (en) 1988-05-14

Family

ID=17275589

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25521386A Pending JPS63110349A (en) 1986-10-27 1986-10-27 Waterproof construction method

Country Status (1)

Country Link
JP (1) JPS63110349A (en)

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