JP4322382B2 - Slope impermeable structure - Google Patents

Slope impermeable structure Download PDF

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Publication number
JP4322382B2
JP4322382B2 JP36341499A JP36341499A JP4322382B2 JP 4322382 B2 JP4322382 B2 JP 4322382B2 JP 36341499 A JP36341499 A JP 36341499A JP 36341499 A JP36341499 A JP 36341499A JP 4322382 B2 JP4322382 B2 JP 4322382B2
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JP
Japan
Prior art keywords
foam
slope
sheet
protective layer
water
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 - Fee Related
Application number
JP36341499A
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Japanese (ja)
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JP2001170594A (en
Inventor
正明 海老原
直人 臼井
秀則 小寺
俊也 升本
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP36341499A priority Critical patent/JP4322382B2/en
Publication of JP2001170594A publication Critical patent/JP2001170594A/en
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Publication of JP4322382B2 publication Critical patent/JP4322382B2/en
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  • Processing Of Solid Wastes (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は各種廃棄物処分場に適用可能な斜面の遮水構造に関する。
【0002】
【従来の技術】
廃棄物処分場の遮水構造として次の構造が知られている。
1.遮水シートの下に所定厚以上の粘土層または水密アスファルトコンクリート層を形成した構造。
2.二重の遮水シートの間に両シートが同時に破けることのない保護層を形成した多重積層構造。
【0003】
【発明が解決しようとする課題】
足場の悪い急勾配の斜面において、遮水シートの接続作業と接続検査作業は、困難を極めるうえに、シートの自重による破損を回避するため、所定の間隔でシートの固定作業を強いられ、遮水シートの敷設作業に多くの時間と労力を必要とする。
また粘土層や水密アスファルトコンクリート層を転圧する構造にあっては、急勾配の斜面での施工性が悪い。
【0004】
本発明は以上の点に鑑みて成されたもので、その目的とするところは施工性と遮水性に優れた、斜面の遮水構造を提供することにある。
【0005】
【課題を解決するための手段】
上記のような課題を解決するために、本発明の斜面の遮水構造は、斜面を遮水シートで覆った斜面遮水構造において、前記遮水シートが、斜面を直接覆い、ピンで斜面の凹凸に沿って固定した基礎シートと、前記基礎シートと一体に形成した発泡膜と、前記発泡膜の表面に一体に形成した発泡保護層と、前記発泡保護層の表面に一体に形成した発泡膜とよりなり、前記発泡膜と発泡保護層が樹脂発泡フォーム製で、現場でシームレスに発泡形成した複合体であることを特徴としたものである。
【0006】
【発明の実施の形態】
以下、図1を参照しながら本発明の一実施の形態について説明する。
【0007】
<イ>基礎シート敷設工
凹凸のある斜面1の全面にピン2を打ち込みながら基礎シート3を敷設して固定する。
基礎シート3は例えば厚さ5mm〜20mm程度の不織不や長繊維、短繊維、メッシュ材等を含む。
【0008】
<ロ>第1発泡膜の形成
次に基礎シート3の表面に第1発泡膜4を形成する。
第1発泡膜4は例えば触媒などにより硬化速度を早くした独立気泡で構成した樹脂発泡フォーム(望ましくは硬質ウレタンフォーム)等からなり、現場吹き付け、又は現場発泡によりシームレスシート状に形成する。
第1発泡膜4はその自己接着性により基礎シート3と一体化するため、別途に接着剤や接合部材を必要としないうえに、斜面1の起伏への追従性がよい。
【0009】
<ハ>発泡保護層の積層工
第1発泡膜4上の全面に亘って、樹脂発泡フォーム等を現場吹き付け、又は現場発泡によって所定厚の発泡保護層5を形成する。
発泡保護層5に第1発泡膜4と同種の樹脂発泡フォームを用いることで、両層4,5が自己接着性により強固に一体化する。
【0010】
<ニ>第2発泡膜の積層工
発泡保護層5上の全面に、樹脂発泡フォーム等を現場吹き付け、又は現場発泡により発泡保護層5と一体の第2発泡膜6を形成する。
以の表面により、第1・第2発泡膜4,6の間に発泡保護層5を介挿して一体化した複合構造の遮水シート7を得る。
遮水シート7は基礎シート3及びピン2を介して斜面1と一体化する。
【0011】
尚、各発泡膜4,6及び発泡保護層5の層厚や硬さは、触媒の種類や添加量等を適宜選択して決定する。
また、遮水シート7は第2発泡膜6の表面に発泡保護層5と発泡膜を必要な数だけ積層して構成しても良い。
【0012】
<ホ>遮水シートの特性
これまでの遮水工は現場に搬入したシートを敷設するものであるのに対して、本発明では遮水シート7を現場発泡により製作するものであるから、継目のない任意の大きさに形成できる。しかも発泡厚を選択することで遮水シート7の厚さを任意に変更できる。
【0013】
【発明の効果】
<イ> 遮水シートは斜面に直接発泡形成するため、継目が存在しない。
そのため、止水性に対する信頼性が格段に向上する。
<ロ> 継目の接続作業や継目の検査作業及び転圧作業を不要とする。
そのため、斜面が急勾配であっても効率よく施工することができる。
殊に大重量のロールシートを現場に搬入し敷設する従来の遮水構造と比べて時間的、労力的負担を大幅に軽減できる。
<ハ> 遮水シートが斜面と一体化してシート自重が分散支持され、しかも斜面の起伏に追従するため、施工中は勿論、施工後においても遮水シートが破損し難い。
<ニ> 外的要因で遮水シートの一部に異常が発生しても、その表層に樹脂発泡フォームを吹き付ける等して簡単にかつ確実に補修することができる。
【図面の簡単な説明】
【図1】発明の実施の形態1に係るの正面図
【符号の説明】
1 斜面
2 ピン
3 基礎シート
4 第1発泡膜
5 発泡保護層
6 第2発泡膜
7 遮水シート
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a water shielding structure for a slope applicable to various waste disposal sites.
[0002]
[Prior art]
The following structure is known as a water-blocking structure for waste disposal sites.
1. A structure in which a clay layer or water-tight asphalt concrete layer with a predetermined thickness or more is formed under a water shielding sheet.
2. A multi-layered structure in which a protective layer is formed between double water-impervious sheets so that both sheets do not break simultaneously.
[0003]
[Problems to be solved by the invention]
On steep slopes with poor scaffolding, the work of connecting and inspecting the water-impervious sheet is extremely difficult, and in order to avoid damage due to the weight of the sheet, the sheet is forced to be fixed at predetermined intervals. It takes a lot of time and labor to lay water sheets.
In addition, in a structure in which a clay layer or a watertight asphalt concrete layer is rolled, workability on steep slopes is poor.
[0004]
The present invention has been made in view of the above points, and an object of the present invention is to provide a water-blocking structure for slopes excellent in workability and water-blocking performance.
[0005]
[Means for Solving the Problems]
In order to solve the problems as described above, the water-blocking structure of the slope according to the present invention is a slope water-blocking structure in which the slope is covered with a water-blocking sheet . A base sheet fixed along the unevenness, a foam film integrally formed with the base sheet, a foam protective layer integrally formed on the surface of the foam film, and a foam film integrally formed on the surface of the foam protective layer The foamed film and the foam protective layer are made of resin foam and are a composite that is foamed seamlessly on site.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to FIG.
[0007]
<I> Foundation sheet laying work The foundation sheet 3 is laid and fixed while driving the pins 2 over the entire surface of the uneven slope 1.
The base sheet 3 includes, for example, non-woven fabrics having a thickness of about 5 mm to 20 mm, long fibers, short fibers, mesh materials, and the like.
[0008]
<B> Formation of first foamed film Next, the first foamed film 4 is formed on the surface of the base sheet 3.
The first foam film 4 is made of, for example, a resin foam foam (preferably a hard urethane foam) composed of closed cells whose curing speed is increased by a catalyst or the like, and is formed into a seamless sheet by on-site spraying or on-site foaming.
Since the first foamed film 4 is integrated with the base sheet 3 due to its self-adhesiveness, an adhesive and a joining member are not required separately, and the followability to the undulation of the slope 1 is good.
[0009]
<C> Lamination of foam protective layer A foam protective layer 5 having a predetermined thickness is formed by spraying resin foam or the like over the entire surface of the first foamed film 4 or foaming in situ.
By using the same type of resin foam as the first foam film 4 for the foam protective layer 5, both layers 4 and 5 are firmly integrated by self-adhesiveness.
[0010]
<D> A second foamed film 6 integrated with the foamed protective layer 5 is formed on the entire surface of the foamed protective layer 5 of the second foamed film by spraying resin foam foam or the like on site or by foaming in situ.
With the surface described above, a water shielding sheet 7 having a composite structure in which the foam protective layer 5 is interposed between the first and second foam films 4 and 6 and integrated is obtained.
The water shielding sheet 7 is integrated with the slope 1 through the base sheet 3 and the pins 2.
[0011]
The layer thickness and hardness of each of the foamed films 4 and 6 and the foam protective layer 5 are determined by appropriately selecting the type of catalyst, the amount of addition, and the like.
Further, the water shielding sheet 7 may be configured by laminating the foam protective layer 5 and the foam film as many as necessary on the surface of the second foam film 6.
[0012]
<E> Characteristics of the water-impervious sheet Since the conventional water-impervious work is to lay the sheet carried on site, in the present invention, the water-impervious sheet 7 is produced by foaming on-site. It can be formed in any size without any. Moreover, the thickness of the water shielding sheet 7 can be arbitrarily changed by selecting the foam thickness.
[0013]
【The invention's effect】
<I> Since the water-impervious sheet foams directly on the slope, there is no seam.
Therefore, the reliability with respect to water-stopping is significantly improved.
<B> Connection work of seams, inspection work of seams and rolling work are unnecessary.
Therefore, even if the slope is steep, construction can be performed efficiently.
In particular, the time and labor burden can be greatly reduced as compared with the conventional water shielding structure in which a heavy roll sheet is carried and laid on site.
<C> Since the water-impervious sheet is integrated with the slope and the weight of the sheet is dispersed and supported, and also follows the undulation of the slope, the water-impervious sheet is less likely to break during and after construction.
<D> Even if an abnormality occurs in a part of the water shielding sheet due to an external factor, it can be easily and reliably repaired by spraying a resin foam on the surface layer.
[Brief description of the drawings]
FIG. 1 is a front view according to Embodiment 1 of the invention.
DESCRIPTION OF SYMBOLS 1 Slope 2 Pin 3 Base sheet 4 1st foam film 5 Foam protective layer 6 2nd foam film 7 Water shielding sheet

Claims (1)

斜面を遮水シートで覆った斜面遮水構造において、
前記遮水シートが、
斜面を直接覆い、ピンで斜面の凹凸に沿って固定した基礎シートと、
前記基礎シートと一体に形成した発泡膜と、
前記発泡膜の表面に一体に形成した発泡保護層と、
前記発泡保護層の表面に一体に形成した発泡膜とよりなり、
前記発泡膜と発泡保護層が樹脂発泡フォーム製で、現場でシームレスに発泡形成した複合体であることを特徴とする、
斜面の遮水構造。
In the slope impermeable structure where the slope is covered with the impermeable sheet,
The water shielding sheet is
A foundation sheet that covers the slope directly and is fixed along the irregularities of the slope with pins;
A foam film formed integrally with the base sheet;
A foam protective layer integrally formed on the surface of the foam film;
It consists of a foam film formed integrally on the surface of the foam protective layer,
The foam film and the foam protective layer are made of resin foam foam, and are a composite that is foamed seamlessly on site,
Slope impermeable structure.
JP36341499A 1999-12-21 1999-12-21 Slope impermeable structure Expired - Fee Related JP4322382B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36341499A JP4322382B2 (en) 1999-12-21 1999-12-21 Slope impermeable structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36341499A JP4322382B2 (en) 1999-12-21 1999-12-21 Slope impermeable structure

Publications (2)

Publication Number Publication Date
JP2001170594A JP2001170594A (en) 2001-06-26
JP4322382B2 true JP4322382B2 (en) 2009-08-26

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JP36341499A Expired - Fee Related JP4322382B2 (en) 1999-12-21 1999-12-21 Slope impermeable structure

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100460604C (en) * 2007-03-14 2009-02-11 东南大学 Crack-seam-free seepage-proof stable sweeled ground excavation dyke slope construction method

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