JPS63171909A - River embankment work - Google Patents
River embankment workInfo
- Publication number
- JPS63171909A JPS63171909A JP135687A JP135687A JPS63171909A JP S63171909 A JPS63171909 A JP S63171909A JP 135687 A JP135687 A JP 135687A JP 135687 A JP135687 A JP 135687A JP S63171909 A JPS63171909 A JP S63171909A
- Authority
- JP
- Japan
- Prior art keywords
- water
- soil
- mat
- clay
- embankment
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 239000004927 clay Substances 0.000 claims abstract description 28
- 239000002689 soil Substances 0.000 claims abstract description 18
- 238000010276 construction Methods 0.000 claims abstract description 7
- 230000005484 gravity Effects 0.000 claims abstract description 4
- 239000011347 resin Substances 0.000 claims abstract description 4
- 229920005989 resin Polymers 0.000 claims abstract description 4
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 4
- 239000000835 fiber Substances 0.000 description 3
- 238000007726 management method Methods 0.000 description 3
- NIXOWILDQLNWCW-UHFFFAOYSA-M Acrylate Chemical compound [O-]C(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-M 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000006424 Flood reaction Methods 0.000 description 1
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 230000003746 surface roughness Effects 0.000 description 1
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、洪水など非常時に対する安全性が高く、水
辺緑化の維持や管理にも寄与できる施工容易な河川築堤
工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an easy-to-implement river embankment construction method that is highly safe against emergencies such as floods and can also contribute to the maintenance and management of waterside greening.
(従来の技術)
河川護岸は、平常の時嬬第2図の平水時水位(りで流水
しており、堤体10は水に浸漬していないが、洪水とな
ると、コンクリート張’り//I、、てらる上端の洪水
時水位(L)まで水が来ることはしばしばある。(Prior art) In a river bank, water is flowing at the normal water level shown in Figure 2 (Fig. 2), and the embankment body 10 is not submerged in water, but in the event of a flood, it is covered with concrete. I. Water often reaches the flood level (L) at the top of the terrace.
ところで古い堤防は、とシアえず、現場付近の土を盛土
して築堤されているものが多く、堤体10自体が透水性
のある土でできているものが多い。By the way, many of the old levees were built by filling up soil from the vicinity of the site, and the levee body 10 itself is often made of permeable soil.
(発明が解決しようとする問題点)
従って河川側はコンクリートなどによるライニングが施
してあっても、第2図のように降雨水が浸透して堤体1
0内に飽和領域を形成し、この水が堤防裏のシ面に湧出
するいわゆる漏水現象がおこって、土が流出し堤防が破
壊されるものであった。(Problem to be Solved by the Invention) Therefore, even if the river side is lined with concrete, etc., rainwater will seep into the embankment as shown in Figure 2.
A saturated area was formed within the area, and this water gushed out onto the surface behind the embankment, a so-called water leakage phenomenon, causing soil to flow out and the embankment to be destroyed.
また堤防表のり伽のコンク、リート張シ//護岸はコン
クリートの歪み力が土よシ小さいので地盤が歪んだ時、
これについて行けないコンクリートはクラックが入るた
め遣水性全喪失するものである。それにこのコンクリー
ト張フllは、見た目がろまシにも人工的すぎて人々が
気軽に水辺に憩いを求める雰@気にはなシ得なかった。In addition, the distortion force of concrete in the embankment is smaller than that of soil, so when the ground is distorted,
Concrete that cannot keep up with this will crack and lose its water-permeability. Moreover, this concrete floor looked too artificial and did not create the atmosphere that people would want to casually relax by the water.
そこで将来の都市河川は水辺計画に緑をとシ入れ適当な
植生を行って自然と人工の調和をとるべきであるという
考え方が最近のすうせいとなっている。Therefore, the idea that future urban rivers should include greenery in waterfront planning and appropriate vegetation to create a balance between nature and man-made areas has recently become popular.
(問題点を解決するための手段)
この発明は上記問題点を解決するためになされたもので
、農業用溜池の築堤に見られる現場付近の土を盛土した
堤体の表の多側表面に粘土を数千1腹付けして表面を不
透水層とする原理を応用して、粘土による不透水層と、
この機能安定材との組合わせによって河川堤防を築堤す
るのがこの発明のねらいである。(Means for Solving the Problems) This invention was made to solve the above problems. By applying the principle of making the surface an impermeable layer by layering several thousand layers of clay, we created an impermeable layer of clay.
The aim of the present invention is to build a river embankment by combining this functional stabilizing material.
この発明は詳しく位、堤体の少なくとも表の多側及びて
んば表面に粘土不透水層t−腹膜付施工し、該粘土不透
水層の表面に、吸水性樹脂を繊維綿状に加工して比M
O,07〜0. / j f/h”のフェルトマット状
にした水ゲル化マットを張り、両者をアンカー合体させ
、その上に衣土を客土して表面に植物を植生きせるごと
を特徴とする河川築堤工法である。In detail, this invention includes constructing a clay impermeable layer T-peritoneum on at least the many sides and the top surface of the embankment body, and processing a water-absorbing resin into a fiber-like form on the surface of the clay impermeable layer. Ratio M
O, 07~0. / j f/h'' is a river embankment construction method that is characterized by stretching a felt mat-like water gel mat, combining the two with anchors, adding soil on top, and planting plants on the surface. be.
次にこの発明の施工例全第1図について詳しく説明する
。Next, the entire construction example of the present invention shown in FIG. 1 will be explained in detail.
まず現場附近の土t−盛土して堤体/を築堤する。First, the earth near the site is filled with earth and an embankment is built.
なおこの材料は透水性土でもかまわないし、従来出来上
っている既存の堤防であってもよい。Note that this material may be permeable soil or may be an existing embankment that has been constructed in the past.
河床2が透水性床である詩は、用表側に不透水層まで達
する止水矢板3を打込んで基礎漏水を遮断する。そして
この止水矢板3から第1@のように、堤体lの表の11
てんば側及び上部裏の多側にかけて表面に粘土を腹付け
して粘土不透水層+1形成する。なお場合によっては、
この粘土にゴムシート等の防水シート全介在させること
もできる。In poems where the riverbed 2 is a permeable bed, water-stop sheet piles 3 that reach the impermeable layer are installed on the front side to block foundation water leakage. Then, from this water stop sheet pile 3, as shown in the 1st @, 11 on the front of the dam l
Clay is applied to the surface on the front side and the upper back side to form a clay impermeable layer +1. In some cases,
It is also possible to completely interpose a waterproof sheet such as a rubber sheet in this clay.
そして上記粘土不透水層lの上表面にこの発明の特徴で
ある後述の水ゲル化マツl−j″ft張るものである。Then, on the upper surface of the clay impermeable layer l, water gelatinized pine l-j''ft, which is a feature of the present invention and will be described later, is spread.
これは、澱粉にアクリル酸塩を重合グラウトしたものと
か、カルボキシセルロースにアクリル酸塩をグラウト重
合してやると、体積の数百倍の水を吸収して固形化し、
水が圧力で抜けることのない固まり(塊状物)となる性
質をもっている。This is because when starch is polymerized with acrylate grout, or carboxycellulose is grouted with acrylate, it absorbs several hundred times its volume of water and becomes solid.
Water has the property of forming a lump that cannot be released under pressure.
このような吸水性樹脂を繊維綿状に加工し、0.07〜
O,/ j f力、(1)比重になるフェルトマット状
に加工した水ゲル化マット5にすると、水が固形板状に
なシネ透水層を形成する。但し、H2O0分子構造はそ
のま\であるから、乾燥はするが1普通の繊維マットに
比較して蒸発は大変遅く、ポリエステルとかポリプロピ
レン綿の同比重のマットが2000で湿度60%の部屋
において21時間位で乾燥するのに比してこの発明の水
ゲル化マット!では2’AO時間、即ち10日間かかる
。This kind of water-absorbing resin is processed into fiber cotton, and the
O, / j f force, (1) Specific gravity When the water gelled mat 5 is processed into a felt mat shape, water forms a cine water-permeable layer in the form of a solid plate. However, since the molecular structure of H2O0 remains the same, although it dries, it evaporates very slowly compared to ordinary fiber mats, and a mat of the same specific gravity of polyester or polypropylene cotton will dry up to 21% in a room with 2000% humidity and 60% humidity. Compared to the water gel mat of this invention that dries in about an hour! Then, it takes 2'AO time, that is, 10 days.
一方、粘土は水を含んでいると、粘着力が出るので、不
透水でるるか、乾燥すると、収縮してひび割れキレツ全
生じる性質をもっている。従って河川堤防のような場合
では、普段は水が来ないで乾燥する一方のため粘土にひ
び割れキレンが生じることになるが、こんなひび割れキ
レンがある所に洪水となると、この粘土層は透水層の役
目を果さないことになる。・
そこでこの発明では、粘土不透水層tの上に水ゲル化マ
ット−!’を張、cつけるのである。そして粘土不透水
層tを貫通するアンカー9をこの水ゲル化マット!よシ
とシ、粘土不透水層≠と水ゲル化マット5とを一体化合
体させる。On the other hand, clay becomes sticky when it contains water, so when it becomes impervious to water or dries, it shrinks, cracking, and cracking. Therefore, in cases such as river embankments, the clay usually dries without water, causing cracks to form in the clay. However, if a flood occurs in a place with such cracks, this clay layer will become a permeable layer. It will not fulfill its role.・ Therefore, in this invention, a water gelatinized mat is applied on top of the clay impermeable layer t! ' and add c. And anchor 9 that penetrates the clay impermeable layer t is this water gelling mat! Finally, the clay impermeable layer and the water gelling mat 5 are integrated.
それからさらにこの上に芝生の生育に適する衣土6を客
土して表面に植物7を植生させるのである。なおざはて
んば上面の舗装である。Then, a covering soil 6 suitable for growing a lawn is added on top of this, and plants 7 are grown on the surface. Naoza is the pavement on the top of Tenba.
(発明の効果ン
この発明工法による築堤では、コンクリートまたはアス
ファルトライニングによる堤防表面の遮水を、粘土を堤
体内に埋設透水層とし、この粘土を常に粘性を失なわな
い湿気に確保するもので、即ち土の中に入っている水ゲ
ル化マットは、前述したように部屋の中でも乾燥にIO
日日間かるものであるから殆んど乾燥することなく、粘
土を常に湿潤させ、不透水層としての働きを保護維持さ
せることができる。(Effects of the Invention) In the embankment constructed using this invention, the concrete or asphalt lining is used to block water on the embankment surface by using clay as a permeable layer buried within the embankment, and this clay is always kept moist without losing its viscosity. In other words, the water gelatinous mat contained in the soil can be kept dry even in a room as mentioned above.
Since it takes several days, it hardly ever dries out, keeping the clay constantly moist and protecting and maintaining its function as an impermeable layer.
またもしこの水ゲル化マットがない時は、表面の衣土を
浸透して来た水は粘土との境で粘土表面と平行にのシネ
方向に移動するので、この境ですベシヲ起こし、衣土が
脱落崩壊する。しが、しこの発明では、繊維状ゲル化マ
ットは表面が繊維マットの毛羽立った性質はそのま\保
持するので、摩擦力が大きく土との付着性がよいので、
支出が滑らない役目に慟らく。さらにマットの中のゲル
化した水も水なら浸透して来た水も水であるから、水の
イオン同志の結合と吸着性も相乗し、急激な流下水境界
とならない特徴が発揮されることになる。このため、洪
水時にマットよシ上の支出の客土層が大変滑動破壊しに
くい状態となる擾れた効果がある。Also, if this water gelling mat is not present, the water that has permeated the surface clay will move in the cine direction parallel to the clay surface at the boundary with the clay. falls off and collapses. However, in this invention, the surface of the fibrous gelled mat retains the fluffy nature of the fibrous mat, so it has a large frictional force and good adhesion to the soil.
I'm fascinated by the role of keeping expenses from slipping. Furthermore, if the gelled water in the mat is also water, the water that has penetrated is also water, so the bonding and adsorption of water's ions work together to prevent a sudden boundary between flowing and sewage water. become. For this reason, there is a sagging effect in which the soil layer on top of the mat is highly unlikely to slide and break during a flood.
これは、施工完了後、洪水が来た時の効果であるが、支
出の盛土施工に際しては、水ゲル化マットは乾燥してい
るが、この時マットの表面粗度は0.6m−0,7N(
Nは上載荷重)で、土が付着性がよく、支出の盛土施工
も容易となる。This is the effect when a flood occurs after the construction is completed, but when the embankment is being constructed, the water gelled mat is dry, but at this time the surface roughness of the mat is 0.6m-0, 7N(
N is the overburden load), the soil has good adhesion, and the construction of the embankment is easy.
また水ゲル化マットは繊維マットであるから土よシもは
るかに引張り強度が大きいもので、粘土層を貫通してア
ンカーをとっておくと、もし支出が洪水の力で流失する
不測の事故が起こっても、マットよル下の堤防は、土が
流失するのを防護され、破堤するまでには至らない。従
って洪水にょる欠壊災害全未然に防ぐ堤防が構築できる
ものである。Also, since the water gelling mat is a fiber mat, it has much higher tensile strength than the soil, so if you set an anchor by penetrating the clay layer, you can avoid an unexpected accident in which the money is washed away by the force of the flood. Even if this happens, the embankment below the mat will be protected from being washed away and will not break. Therefore, it is possible to construct a levee that can completely prevent damage caused by flooding.
それに表面支出によって芝!植物の植生によって緑化全
確保できると共にコンクリート張護岸のようにクラック
が入って透水性を失うようなことがなく、土で作って行
く築堤のため安全性が高いものである。Turf by surface spending on it! The embankment is made of earth and is therefore highly safe, as it can ensure complete greening through the vegetation, and unlike concrete revetments, it does not crack and lose its permeability.
またマットはアンカーをとることによシ粘土層の厚み分
の重量体として働くものであシ、がっ事後の管理は土堤
防の管理と同一で管理がしやすいなど数々の効果があシ
、斯界に貢献するところ多大である。In addition, the mat acts as a heavy body corresponding to the thickness of the clay layer by anchoring it, and has many effects such as easy management as it is the same as the management of an earthen embankment. He has made a huge contribution to this world.
第1図はこの発明の実施例の態様を示す縦断面図、第2
@は従来の堤防の態様を示す縦断面図である。FIG. 1 is a vertical sectional view showing an embodiment of the present invention, and FIG.
@ is a vertical cross-sectional view showing an aspect of a conventional embankment.
Claims (1)
層を腹付け施工し、該粘土不透水層の表面に、吸水性樹
脂を繊維綿状に加工して比重0.07〜0.15g/c
m^3のフェルトマット状にした水ゲル化マットを張り
、両者をアンカー合体させ、その上に衣土を客土して表
面に植物を植生させることを特徴とする河川築堤工法。A clay impermeable layer is applied to at least the surface of the embankment and the deck surface, and the surface of the clay impermeable layer is processed with a water-absorbing resin into a fiber-like form with a specific gravity of 0.07 to 0.15 g. /c
A river embankment construction method characterized by stretching a felt mat-like water gel mat of m^3, combining the two with anchors, adding soil on top of it, and growing plants on the surface.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP135687A JPS63171909A (en) | 1987-01-07 | 1987-01-07 | River embankment work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP135687A JPS63171909A (en) | 1987-01-07 | 1987-01-07 | River embankment work |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS63171909A true JPS63171909A (en) | 1988-07-15 |
JPH0568565B2 JPH0568565B2 (en) | 1993-09-29 |
Family
ID=11499213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP135687A Granted JPS63171909A (en) | 1987-01-07 | 1987-01-07 | River embankment work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63171909A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63210306A (en) * | 1987-02-25 | 1988-09-01 | Yamamizu Sangyo Kk | Revetment for artificial pond and river |
JPH08175943A (en) * | 1994-12-22 | 1996-07-09 | Lion Corp | Composition for oral cavity |
JP2006322302A (en) * | 2005-04-22 | 2006-11-30 | Taiyo Kogyo Corp | Embankment body |
CN103043796A (en) * | 2012-02-20 | 2013-04-17 | 广州市新之地环保产业有限公司 | Inland riverbank vegetation buffering and purifying zone |
-
1987
- 1987-01-07 JP JP135687A patent/JPS63171909A/en active Granted
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS63210306A (en) * | 1987-02-25 | 1988-09-01 | Yamamizu Sangyo Kk | Revetment for artificial pond and river |
JPH08175943A (en) * | 1994-12-22 | 1996-07-09 | Lion Corp | Composition for oral cavity |
JP2006322302A (en) * | 2005-04-22 | 2006-11-30 | Taiyo Kogyo Corp | Embankment body |
CN103043796A (en) * | 2012-02-20 | 2013-04-17 | 广州市新之地环保产业有限公司 | Inland riverbank vegetation buffering and purifying zone |
Also Published As
Publication number | Publication date |
---|---|
JPH0568565B2 (en) | 1993-09-29 |
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