JPS5847808A - Pavement of sloped ground - Google Patents
Pavement of sloped groundInfo
- Publication number
- JPS5847808A JPS5847808A JP56143393A JP14339381A JPS5847808A JP S5847808 A JPS5847808 A JP S5847808A JP 56143393 A JP56143393 A JP 56143393A JP 14339381 A JP14339381 A JP 14339381A JP S5847808 A JPS5847808 A JP S5847808A
- Authority
- JP
- Japan
- Prior art keywords
- water
- layer
- permeable
- ground
- permeable layer
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/126—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of bituminous material or synthetic resins
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は斜面叉はのり面などの傾斜地の舖舅゛体に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slope body for slopes or slopes.
自然勾配叉は人工勾配による斜面又はのり面などの傾斜
地を利用した貯水池又は廃棄物の最工が可能で、工期や
工費も少なく、地山の傾斜に応じて値水工を施しうる傾
斜地の舗装体を提供する本のである。
′以下本発明の詳細な説明する。第１図に示す
ように、内配置：１，０〜１：！、Ｏ（働直１．ＯＫ対
棟した後、透水・透気層２を敷設する。この透水・透気
層２は空隙を有する混合物１例えば開粒度アスファルト
プンクリート（空隙率１８〜ｐＩｓ）若しくはポーラス
竜メｙトーンクリートを。Paving of sloped land that can be used to reconstruct a reservoir or waste by using a slope with a natural slope or an artificial slope or a slope, which requires less construction time and construction cost, and which allows water works to be carried out according to the slope of the ground. This is a book that provides a body.
'The present invention will be explained in detail below. As shown in Figure 1, inner arrangement: 1,0~1:! , O (work shift 1. OK After building the building, a water permeable/air permeable layer 2 is laid. This water permeable/air permeable layer 2 is made of a mixture 1 having voids such as open-grained asphalt puncrete (porosity 18~pIs) or Porus Dragon Maytone cleats.
地山の支持力＊＊と荷重に応じて厚さ３ａｗ−％−１５
ａ１１＃ＩＣ敷設し基層とする。 。Thickness 3aw-%-15 depending on the bearing capacity of the ground** and load
Lay a11#IC and use it as a base layer. .
この基層工の敷設は適宜の吹付機或いは既存の□ 斜面
舗装用アスファルトライエラシャーを用いることが！き
る。この場合斜面の勾配が１：１，０〜１：Ｏ，ｌの急
傾斜地の場合、縞２１１に示すように、透水・透気層２
の崩舊を肪止する必要が生じる。そこで、この透水・透
気層２の中間若しくは表ｗＫ骨格体３を張設する一方、
この骨格体３を固定するＩＩＩ数の支柱４を適宜間隔で
地山ｌｋ雛設して骨格体３の支持強度を高め、透水・透
気層２を地山１に圧着する。このように、急傾斜ＩＩＩ
Ａｔｒおい【は、緩領斜地と異なり、透水・透気層２の
補強をする工事を伴うが、この場合骨格体３は耐蝕性の
強い材！１例えば合成樹脂製、金属調などが使用できる
・これら骨格体３を現場で展開して４蔦ばし、適宜骨格
体３間を連絡すると共に、支柱４を透水・透娠層２上面
から打込み、かつ骨格体３とミーする。 、。To lay this base layer, use an appropriate spraying machine or an existing □ Asphalt Triera Shear for Slope Paving! Wear. In this case, in the case of a steep slope with a gradient of 1:1.
It becomes necessary to stop the collapse of the structure. Therefore, while installing the wK skeleton body 3 in the middle or on the surface of this water permeable/air permeable layer 2,
A number of pillars 4 for fixing this skeleton body 3 are installed in the ground at appropriate intervals to increase the supporting strength of the skeleton body 3, and the water-permeable/air-permeable layer 2 is crimped to the earth 1. In this way, steep slope III
Unlike gently sloping land, ATR requires construction to reinforce the water permeable/air permeable layer 2, but in this case, the skeleton 3 is made of a material with strong corrosion resistance! 1 For example, materials made of synthetic resin, metal, etc. can be used. ・These skeleton bodies 3 are expanded on site, and 4 ivy are established, and the skeleton bodies 3 are connected as appropriate, and the pillars 4 are driven from the top surface of the water-permeable/permeable layer 2. , and me with skeletal body 3. ,.
骨格体３の張設が終ゑと１、該透水・透気層或いは骨格
体３の上面から瀝青質物を吹付若しくは撒布して不透水
層５を形成する。この瀝青質物は、必要に応じてアスフ
ァルト単味着しくはアスファルトと樹脂の又は他の添加
物の＝ンパウンドをパインｉＯ゛とし、石粉、砂、砕゛
石、轍維質材料の各群の適宜な組合せを選択して用いる
。この場合、アスファルトは常温で溶融しないので、約
１５０’Ｃ位に加熱し、溶融した状態′で吹付けるか、
若しくは、混合物として吹付は支は撒布する。このよう
に瀝青質物を吹付けることは、セメントコンクリートを
吹付けることと異なり、たわ＾性に優れているの↑荷重
による変位あるいは地山の蜜位に柔軟に対応することが
できる。なお、このような不透水層５の上部は透水・透
気層２の上部を被覆（ないか、適所々々開いて露出させ
ておき１８通気孔として残しておく、また透水・透気層
２に湧出する後背水を排出するため、透水・透気層２の
最底部に水抜管を敷設する。更に、第２９ＩＩＣ示すよ
うに、骨格体３を被覆するときは、その透水・透気層２
゜の上部において骨格体３の端部を地山１に堀込へ、適
宜のアノカー６に固！しておく。When the tensioning of the skeleton body 3 is completed (1), a bituminous material is sprayed or sprinkled from the upper surface of the water/air permeable layer or the skeleton body 3 to form a water-impermeable layer 5. This bituminous material may be made of asphalt alone, asphalt and resin, or a compound of other additives as pine iO, and may be made of stone powder, sand, crushed stone, or rutted fiber materials as appropriate. Select and use a suitable combination. In this case, since asphalt does not melt at room temperature, it can be heated to about 150'C and sprayed in the molten state.
Alternatively, spray it as a mixture. Unlike spraying cement concrete, spraying a bituminous material in this way has excellent flexibility and can flexibly respond to displacement due to load or the level of the ground. Note that the upper part of such impermeable layer 5 covers the upper part of water permeable/air permeable layer 2 (or it is left open in some places and exposed as ventilation holes 18), and the water permeable/air permeable layer 2 In order to drain backwater that gushes out, a drainage pipe is laid at the bottom of the water-permeable/air-permeable layer 2.Furthermore, as shown in Section 29 IIC, when covering the skeleton 3, the water-permeable/air-permeable layer 2
At the top of ゜, dig the end of the skeleton 3 into the ground 1 and secure it to a suitable annoker 6! I'll keep it.
かかる施工が終ると貯水又は廃棄物７を貯留させる。When this construction is completed, water or waste 7 is stored.
以上記載した本発＠によｈば、地山の斜面に簡便な施工
による基層が構成されることにより。According to the invention described above, the base layer is constructed on the slope of the ground through simple construction.
腋基層がガス抜き孔及び後背水の排出孔として利用でき
る一方、骸基−の表面に瀝青質物を舗装して透水層上に
一不透水層を形成するので溜池の貯水が洩出することな
く、また廃棄物の最終処分場の有害物を含んだ汚水が地
下水脈に浸透することもなく、公害をもたらす久れがな
い。While the axillary base layer can be used as a gas vent hole and a backwater discharge hole, the surface of the base layer is paved with bituminous material to form an impermeable layer on top of the permeable layer, so water stored in the reservoir does not leak out. In addition, sewage containing harmful substances from the final waste disposal site does not permeate into the groundwater vein, causing no pollution for a long time.
しかも基層の施工に当って斜面が急であるときは骨格体
を被覆張設して保護するものであるから、基層が崩れる
こともなく、かつ貯水又は廃棄物の投入が行われるとそ
の荷重によって前記不透水層並びに透水・透気層が坤山
゛＠に抑圧されるから永久的使用に供し得るものである
。Moreover, when constructing the base layer, if the slope is steep, the skeleton is covered and stretched to protect it, so the base layer will not collapse, and when water is stored or waste is poured in, the load will be applied. Since the water-impermeable layer and the water-permeable/air-permeable layer are suppressed, it can be used permanently.
かくして本発明に係る傾斜地の舗装体は溜池、貯水池又
は廃棄物の最終処分場等の場立地造成に極めて有効に利
用し得て公共事業に資すること大であり、産業上の利珀
価値も高いものである。Thus, the pavement for sloped land according to the present invention can be used extremely effectively for the construction of sites such as reservoirs, reservoirs, and final disposal sites for waste, contributing greatly to public works projects, and has high industrial profit value. It is something.
図面は本発明に係る傾斜地の舗装体の縦断面図を示すも
ので、謔１図は皺傾斜地における舗装体を、第２図は急
傾斜地におけるに装体な。
それぞれ表わすものである。
１・・・地山 ２・・・透水・透気層 ３・・・臂旙体
４・・・支柱 ５・・・不透水層 ６・・・アンカー。
特許出原人 大成道路株式会社The drawings are longitudinal cross-sectional views of the pavement for a sloped land according to the present invention. Figure 1 shows a pavement for a wrinkled slope, and Figure 2 shows a pavement for a steep slope. They represent each of them. 1...Ground 2...Permeable/air permeable layer 3...Archive body 4...Strut 5...Impermeable layer 6...Anchor. Patent originator Taisei Road Co., Ltd.
Claims (1)
物にて透水・透気層奪敷−し、咳透水・透気層の表ｗＫ
ｌｌ青質物を吹付若しくは撒布して不透水層を形成して
なる緩頷斜地の舗装体。 該透水・透気層の゛中間若しくは表面に被覆し゛てその
崩落を防止すべき゛骨格体を張設し、骸透水・透気層若
しくは骨格体の表面から瀝青質物等を吹付若しくは撒布
して不透水層を形成してなる急傾斜地の舗装体−(1) A water permeable/air permeable layer is laid down with a mixture having voids on a slope that has been cleared in advance, and the surface of the water permeable/air permeable layer is laid down.
1. Pavement on gently sloping land formed by spraying or spreading a blue material to form an impermeable layer. A skeleton body that should be coated in the middle or on the surface of the water-permeable/air-permeable layer to prevent it from collapsing is installed, and a bituminous material or the like is sprayed or sprinkled from the surface of the water-permeable/air-permeable layer or the skeleton body to prevent it from collapsing. Paving on steep slopes with a permeable layer
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56143393A JPS5847808A (en) | 1981-09-11 | 1981-09-11 | Pavement of sloped ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56143393A JPS5847808A (en) | 1981-09-11 | 1981-09-11 | Pavement of sloped ground |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5847808A true JPS5847808A (en) | 1983-03-19 |
| JPS6125855B2 JPS6125855B2 (en) | 1986-06-18 |
Family
ID=15337714
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56143393A Granted JPS5847808A (en) | 1981-09-11 | 1981-09-11 | Pavement of sloped ground |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5847808A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100532824B1 (en) * | 2002-08-08 | 2005-12-05 | 길인환 | slope structures well-matched in environment using porous permeable concrete and constructing method thereof |
| JP2010022969A (en) * | 2008-07-22 | 2010-02-04 | Ohbayashi Corp | Soil-covering structure for final disposal site of waste, and soil-covering method for final disposal site of waste |
| WO2015002536A1 (en) * | 2013-07-04 | 2015-01-08 | Rass International Bv. | Device for the damming of a liquid in a liquid basin |
| CN107060671A (en) * | 2017-06-22 | 2017-08-18 | 黄有为 | Industrial profit waste pollution soil landwaste ecological control techniques |
-
1981
- 1981-09-11 JP JP56143393A patent/JPS5847808A/en active Granted
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100532824B1 (en) * | 2002-08-08 | 2005-12-05 | 길인환 | slope structures well-matched in environment using porous permeable concrete and constructing method thereof |
| JP2010022969A (en) * | 2008-07-22 | 2010-02-04 | Ohbayashi Corp | Soil-covering structure for final disposal site of waste, and soil-covering method for final disposal site of waste |
| WO2015002536A1 (en) * | 2013-07-04 | 2015-01-08 | Rass International Bv. | Device for the damming of a liquid in a liquid basin |
| US9745708B2 (en) | 2013-07-04 | 2017-08-29 | Rass International B.V. | Device for the damming of a liquid in a liquid basin |
| CN107060671A (en) * | 2017-06-22 | 2017-08-18 | 黄有为 | Industrial profit waste pollution soil landwaste ecological control techniques |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6125855B2 (en) | 1986-06-18 |
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