JP2001140260A - Light-weight civil engineering material and light-weight structure using it - Google Patents
Light-weight civil engineering material and light-weight structure using itInfo
- Publication number
- JP2001140260A JP2001140260A JP32651199A JP32651199A JP2001140260A JP 2001140260 A JP2001140260 A JP 2001140260A JP 32651199 A JP32651199 A JP 32651199A JP 32651199 A JP32651199 A JP 32651199A JP 2001140260 A JP2001140260 A JP 2001140260A
- Authority
- JP
- Japan
- Prior art keywords
- civil engineering
- lightweight
- light
- weight
- engineering material
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Revetment (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、道路、宅地造成、
港湾施設、あるいは鉄道などの盛土や擁壁、構造物の裏
込め材、若しくは排水材として用いることができる軽量
土木資材、及びそれを用いた軽量構造物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to
The present invention relates to a lightweight civil engineering material that can be used as an embankment or retaining wall for a port facility or a railway, a backfill material for a structure, or a drainage material, and a lightweight structure using the same.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来、
道路、宅地造成、港湾施設、あるいは鉄道などの盛土1
(図8)や擁壁2(図9)、発泡スチロールブロック4
(EPSブロック)を用いた盛土3(図10)などの構
造物は、土砂や岩石などの土木資材5を地盤6上に所定
高さまで締固めながら盛り立てることで構築されてい
た。2. Description of the Related Art
Embankment of roads, residential land development, harbor facilities, railways, etc. 1
(FIG. 8), retaining wall 2 (FIG. 9), styrofoam block 4
Structures such as embankments 3 (FIG. 10) using (EPS blocks) have been constructed by embedding civil materials 5 such as earth and sand and rocks on the ground 6 while compacting them to a predetermined height.
【0003】ところが、これらの構造物を構築する地盤
が軟弱地盤である場合、構造物を構成する土木資材自
体、取り扱いが煩雑な上、単位重量が重いため、その構
造物の規模や形状によっては、構造物の載加荷重が地盤
に作用して重力方向に圧密沈下が生じることがあった。[0003] However, when the ground on which these structures are constructed is soft ground, the civil engineering materials constituting the structures themselves are cumbersome to handle and have a heavy unit weight, so depending on the scale and shape of the structures. In some cases, the load imposed on the structure acts on the ground, causing consolidation settlement in the direction of gravity.
【0004】また、盛土3や擁壁2などの構造物背面に
配される裏込め材5や構造物内に層状に配置される排水
材についても、土砂や岩石などの土木資材が使用されて
いたことから、取り扱い上の煩雑さ、単位重量が重いこ
とによる構造物を支える地盤の沈下、構造物への土圧の
発生といった問題が生じていた。[0004] Also, as a backfill material 5 disposed on the back of the structure such as the embankment 3 and the retaining wall 2 and a drainage material disposed in a layered manner in the structure, civil materials such as earth and sand and rocks are used. As a result, there have been problems such as complicated handling, subsidence of the ground supporting the structure due to heavy unit weight, and generation of earth pressure on the structure.
【0005】本発明は、このような問題に鑑みなされた
ものであり、取り扱い性良好であり、しかも軽量で耐久
性にも優れる軽量土木資材、及びそれを用いた軽量構造
物を提供することを目的とするものである。The present invention has been made in view of the above problems, and has as its object to provide a light-weight civil engineering material having good handleability, light weight, and excellent durability, and a light-weight structure using the same. It is the purpose.
【0006】[0006]
【課題を解決するための手段】上記目的を達成するた
め、本発明は、発泡樹脂材を熱溶融させた複数の熱溶融
固化物をバックに収納してなることを特徴とする軽量土
木資材、及び当該軽量土木資材を用いた軽量構造物をそ
の要旨とした。In order to achieve the above object, the present invention provides a lightweight civil engineering material characterized in that a plurality of heat-melted solidified products obtained by hot-melting a foamed resin material are stored in a bag. And a lightweight structure using the lightweight civil engineering material.
【0007】本発明の軽量土木資材に供される発泡樹脂
材としては、例えばポリウレタン、ポリビニルアルコー
ル、ポリ塩化ビニル、塩素化ポリエチレン、ポリエチレ
ン、ポリプロピレン、エチレン−酢ビ共重合体、ポリメ
タクリル酸メチル、ポリスチレン、スチレン−ブタジエ
ン−アクリロニトリル共重合体、ポリビニルホルマー
ル、エポキシ、フェノール、ユリア、シリコン等の高分
子、あるいはアクリルゴム(ACR)、アクリロニトリ
ル−ブタジエンゴム(NBR)、スチレン−ブタジエン
ゴム(SBR)、ブタジエンゴム(BR)、天然ゴム
(NR)、イソプレンゴム(IR)、クロロプレンゴム
(CR)等のゴム系高分子を素材とし、これらを従来公
知の気泡発生手段、すなわち熱分解型発泡剤を用いた気
泡発生手段、揮発性溶剤を用いた気泡発生手段、あるい
は高圧下で不活性ガスを高分子中に吸収させ、常圧で発
泡させる気泡発生手段等を用いて発泡成形することによ
り得られるものを挙げることができる。Examples of the foamed resin material used for the lightweight civil engineering material of the present invention include polyurethane, polyvinyl alcohol, polyvinyl chloride, chlorinated polyethylene, polyethylene, polypropylene, ethylene-vinyl acetate copolymer, polymethyl methacrylate, Polymers such as polystyrene, styrene-butadiene-acrylonitrile copolymer, polyvinyl formal, epoxy, phenol, urea, and silicone, or acrylic rubber (ACR), acrylonitrile-butadiene rubber (NBR), styrene-butadiene rubber (SBR), butadiene Rubber-based polymers such as rubber (BR), natural rubber (NR), isoprene rubber (IR), and chloroprene rubber (CR) are used as raw materials, and these are formed using a conventionally known bubble generating means, that is, a pyrolytic foaming agent. Bubble generation means, volatile solution Can be mentioned bubble generating means, or an inert gas under high pressure is absorbed in the polymer, those obtained by foam molding using such bubble generating means for foaming at normal pressure was used.
【0008】この軽量土木資材には、上記発泡樹脂材の
うちの1種に限らず、2種もしくは複数種の発泡樹脂材
を混用することができる。また発泡樹脂材には、魚箱や
トレイ、家電梱包材などの使用済み回収物を用いること
ができ、この場合、大幅に材料コストを低減化できると
共に産業廃棄物の有効活用を通じて環境汚染防止に寄与
することができる。The lightweight civil engineering material is not limited to one of the above-mentioned foamed resin materials, and two or more foamed resin materials can be mixed. In addition, used foams such as fish boxes, trays, and packing materials for home appliances can be used as the foamed resin material. In this case, material costs can be significantly reduced and environmental pollution can be prevented through effective use of industrial waste. Can contribute.
【0009】熱溶融固化物は、上記発泡樹脂材を熱溶融
し固化することで減容されたインゴットまたはその破砕
物であり、同熱溶融固化物内部には元の発泡樹脂材の持
つ発泡構造の一部が残存している。熱溶融固化物の熱溶
融の程度、換言すれば減容の程度は任意であるが、その
単位重量が1.0t/m3程度又はそれ以下が好まし
い。なぜならば従来の土木資材である土砂の単位重量が
おおよそ1.8t/m3であるのに対し、熱溶融固化物
の単位重量を1.0t/m3程度とした場合、この熱溶
融固化物を用いた軽量土木資材の単位重量も大幅に軽量
化し、単位重量が重いことにより生じていた、「地盤の
圧密沈下」、「引込沈下」あるいは構造物への「土圧の
発生」といった問題を解消できるようになる。The hot-melt solidified product is an ingot or a crushed product thereof which is reduced in volume by hot-melting and solidifying the above-mentioned foamed resin material, and has a foamed structure of the original foamed resin material inside the hot-melt solidified product. Is still present. The degree of heat melting of the heat-melt solidified product, in other words, the degree of volume reduction is arbitrary, but the unit weight is preferably about 1.0 t / m 3 or less. This is because, while the unit weight of the earth and sand which is a conventional civil engineering material is approximately 1.8 t / m 3 , when the unit weight of the hot-melt solidified material is about 1.0 t / m 3 , The unit weight of light-weight civil engineering materials using slabs has also been greatly reduced, and problems such as "consolidation settlement of the ground", "retracted settlement", or "generation of earth pressure" on structures have been caused by the heavy unit weight. Can be resolved.
【0010】またこの熱溶融固化物は、熱溶融によって
元の発泡樹脂材に比べて強度がより増大し、耐久性も向
上することになる。[0010] Further, the heat-melt solidified material has increased strength and durability as compared with the original foamed resin material due to the heat melting.
【0011】またこの熱溶融固化物は、発泡樹脂材を単
に熱溶融、固化することで、元の発泡樹脂材の形状をそ
のまま残すこともできるが、複数個の発泡樹脂材を熱溶
融、固化する段階で、発泡樹脂材相互を結合させて、ブ
ロック状や板状、あるいは柱状など、所望の形状に成形
することもできる。The hot-melt solidified product can leave the original foamed resin material as it is by simply hot-melting and solidifying the foamed resin material. At this stage, the foamed resin materials can be joined together to form a desired shape such as a block shape, a plate shape, or a column shape.
【0012】バックは、前記熱溶融固化物を収納して当
該熱溶融固化物の一体化を計ることを第1の目的とする
ものである。このバックには、織物、編物、織布などの
透水性袋、プラスチック製線材や繊維糸を織成したネッ
ト、または金網などを用いることができ、同バックの形
状も袋状やマット状など、当該軽量土木資材の使用形態
や使用箇所などを考慮して適宜決定することができる。The first purpose of the bag is to store the hot-melt solidified product and integrate the hot-melt solidified product. The bag can be made of a permeable bag such as a woven fabric, a knitted fabric, or a woven fabric, a net woven from a plastic wire or a fiber yarn, or a wire mesh. It can be appropriately determined in consideration of the use form and use location of the lightweight civil engineering material.
【0013】本発明の軽量構造物は、前述の軽量土木資
材を当該構造物の盛土材又は裏込め材の一部または全部
に使用したものである。軽量土木資材を使用することで
当該構造物は軽量化され、当該構造物の載加荷重が地盤
に作用しても、「圧密沈下」や「引込沈下」、「土圧発
生」といった現象が生じ難くなっている。尚、構造物に
おける軽量土木資材の使用割合や適用箇所は、地盤の強
度や土質、構造物の規模や形状などを考慮して適宜決定
するとよい。[0013] The lightweight structure of the present invention uses the lightweight civil engineering material described above as part or all of the embankment material or backfill material of the structure. The use of lightweight civil engineering materials reduces the weight of the structure, and even if the load applied to the structure acts on the ground, phenomena such as "consolidation settlement", "pull-in settlement", and "earth pressure generation" occur. It has become difficult. In addition, the usage ratio and application location of the lightweight civil engineering material in the structure may be appropriately determined in consideration of the strength and soil properties of the ground, the scale and shape of the structure, and the like.
【0014】この軽量構造物の具体例としては、例えば
盛土、盛土(拡幅)、擁壁背面、橋台背面、ロックシェ
ッド上の盛土などを挙げることができる。Specific examples of the lightweight structure include an embankment, an embankment (widening), a backside of a retaining wall, a backside of an abutment, and an embankment on a rock shed.
【0015】[0015]
【発明の実施の形態】以下、本発明の軽量土木資材、及
びそれを用いた軽量構造物を図面に従ってさらに詳しく
説明する。図2は、本発明の軽量土木資材11を用いた
盛土20(軽量構造物)を示したものである。この盛土
20には、図1に示す使用済み回収物よりなる発泡樹脂
材を熱溶融し固化することで減容した板状のインゴット
12をマット状に形成した布袋13内に上下左右に層状
に並べて配置して、各インゴット12を一体化した軽量
土木資材11を採用しており、この軽量土木資材11を
図2左側に示すように所定高さまで積み上げるととも
に、法面には法面押え用の土嚢14を配置し、上面に覆
土15を施すことで盛土20が構築されている。BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, a lightweight civil engineering material of the present invention and a lightweight structure using the same will be described in more detail with reference to the drawings. FIG. 2 shows an embankment 20 (lightweight structure) using the lightweight civil engineering material 11 of the present invention. In the embankment 20, a plate-like ingot 12 reduced in volume by hot-melting and solidifying a foamed resin material made of the used recovered material shown in FIG. Lightweight civil engineering materials 11 are arranged side by side and each ingot 12 is integrated. The lightweight civil engineering materials 11 are stacked up to a predetermined height as shown on the left side of FIG. The embankment 20 is constructed by arranging the sandbags 14 and applying the covering 15 on the upper surface.
【0016】図2右側の盛土20は、図1に示す軽量土
木資材11を土砂層16と交互に積み上げたものであ
る。The embankment 20 on the right side of FIG. 2 is obtained by alternately stacking the lightweight civil engineering materials 11 shown in FIG.
【0017】@図3に示す軽量土木資材11は、使用済
み回収物よりなる発泡樹脂材を熱溶融し固化することで
減容したインゴットを破砕した破砕物17をバック18
内に入れて、各破砕物17を一体化したものであり、こ
の軽量土木資材11を図4左側に示すように所定高さま
で積み上げるとともに、法面には法面押え用の土嚢14
を配置し、上面に覆土15を施すことで盛土20が構築
されている。(3) The lightweight civil engineering material 11 shown in FIG. 3 is a bag 18 in which the ingot reduced in volume by heat-melting and solidifying the foamed resin material composed of the used recovered material is crushed.
The lightweight civil engineering materials 11 are stacked up to a predetermined height as shown in the left side of FIG. 4, and the sandbags 14 for holding down the slopes are provided on the slopes.
And embankment 20 is constructed by applying covering 15 on the upper surface.
【0018】図4右側の盛土20は、図1に示す軽量土
木資材11を土砂層16と交互に積み上げたものであ
る。The embankment 20 on the right side of FIG. 4 is obtained by alternately stacking the lightweight civil engineering materials 11 shown in FIG.
【0019】図5は、本発明の軽量土木資材11を発泡
スチロールブロック31(いわゆるEPSブロック)を
用いた盛土30(拡幅例)の裏込め材として用いた例を
示したものである。図5に示す盛土30は、基礎32上
にEPSブロック31を積み上げられてなり、この盛土
30前面には保護壁33が配され、上面にはコンクリー
ト床版34を介して舗装35が造られている。この盛土
30の背面には、図3に示す使用済み回収物よりなる発
泡樹脂材を熱溶融し固化することで減容したインゴット
を破砕した破砕物17をバック18内に入れて、各破砕
物17を一体化した軽量土木資材11が、盛土30の高
さ方向に積み上げられていて、前記盛土30へ加わる土
圧を大幅に軽減化している。FIG. 5 shows an example in which the lightweight civil engineering material 11 of the present invention is used as a backfill material for an embankment 30 (widening example) using a styrene foam block 31 (so-called EPS block). The embankment 30 shown in FIG. 5 is formed by stacking EPS blocks 31 on a foundation 32, a protection wall 33 is arranged on the front surface of the embankment 30, and a pavement 35 is formed on the upper surface via a concrete floor slab 34. I have. On the back surface of the embankment 30, crushed materials 17 obtained by crushing an ingot reduced in volume by thermally melting and solidifying a foamed resin material made of the used recovered material shown in FIG. The lightweight civil engineering materials 11 with which the 17 are integrated are piled up in the height direction of the embankment 30, so that the earth pressure applied to the embankment 30 is greatly reduced.
【0020】図6は、本発明の軽量土木資材11を擁壁
40の裏込め材として用いた例を示したものである。こ
の擁壁40には図3に示す軽量土木資材11が用いられ
ていて、この軽量土木資材11が、図6に示す様に擁壁
40の高さ方向に積み上げられていて、前記擁壁40へ
加わる土圧を大幅に軽減化している。FIG. 6 shows an example in which the lightweight civil engineering material 11 of the present invention is used as a backfill material for a retaining wall 40. The lightweight civil engineering material 11 shown in FIG. 3 is used for the retaining wall 40. The lightweight civil engineering material 11 is stacked in the height direction of the retaining wall 40 as shown in FIG. Greatly reduces the earth pressure applied to
【0021】図7は、図3に示す軽量土木資材11を用
い、この軽量土木資材11を盛土50内部から盛土50
の法面にまで至る連続した層状に配置した例を示すもの
であり、この形態において軽量土木資材11よりなる層
は排水層として機能し、盛土50内の浸透水を盛土50
外へと導く排水経路となる。FIG. 7 shows a case in which the lightweight civil engineering material 11 shown in FIG.
In this embodiment, the layer made of the lightweight civil engineering material 11 functions as a drainage layer, and the infiltration water in the embankment 50 is filled with the embankment 50.
It becomes a drainage channel leading to the outside.
【0022】[0022]
【発明の効果】本発明の軽量土木資材にあっては、発泡
樹脂材を熱溶融させた複数の熱溶融固化物をバックに収
納してなることから、取り扱い性良好であり、しかも従
来の土砂や岩石などの土木資材に比べて単位重量がきわ
めて軽いため、この軽量土木資材を構造物に適用するこ
とで、当該構造物自体も軽量化される。このため、当該
構造物の載加荷重が地盤に作用しても、「圧密沈下」や
「引込沈下」、または「土圧発生」といった現象が生じ
難い。According to the lightweight civil engineering material of the present invention, a plurality of heat-melted solidified products obtained by hot-melting a foamed resin material are stored in a bag, so that the handleability is good and the conventional earth and sand is excellent. Since the unit weight is extremely light as compared with civil engineering materials such as rocks and rocks, by applying this lightweight civil engineering material to a structure, the structure itself is also reduced in weight. For this reason, even if the load applied to the structure acts on the ground, phenomena such as “consolidation settlement”, “retraction settlement”, or “earth pressure generation” hardly occur.
【0023】またこの軽量土木資材を、盛土や擁壁など
の構造物背面に配される裏込め材や構造物内に層状に配
置される排水材に適用することで、取り扱い上の煩雑さ
を解消でき、しかもこの軽量土木資材は土砂や岩石など
の従来の土木資材に比べて単位重量がきわめて軽いた
め、構造物を支える地盤の沈下、構造物への土圧の発生
といった問題が生じ難い。Further, by applying this lightweight civil engineering material to a backfill material disposed on the backside of a structure such as an embankment or a retaining wall or a drainage material arranged in a layer in the structure, handling complexity is reduced. In addition, since the lightweight civil engineering material has an extremely light unit weight as compared with conventional civil engineering materials such as earth and sand and rocks, problems such as the subsidence of the ground supporting the structure and the occurrence of earth pressure on the structure hardly occur.
【図1】 マット状のバック内に複数の熱溶融固化物を
上下左右に並べて収納一体化した本発明の軽量土木資材
を示す拡大断面図。FIG. 1 is an enlarged cross-sectional view showing a lightweight civil engineering material of the present invention in which a plurality of hot-melt solidified products are arranged vertically and horizontally in a mat-shaped bag and integrated.
【図2】 図1に示す軽量土木資材を用いた盛土を示す
断面図。FIG. 2 is a sectional view showing an embankment using the lightweight civil engineering material shown in FIG. 1;
【図3】 複数の熱溶融固化物をバック内に収めて一体
化した本発明の軽量土木資材を示す拡大断面図。FIG. 3 is an enlarged cross-sectional view showing a lightweight civil engineering material of the present invention in which a plurality of heat-melted solidified products are housed in a bag and integrated.
【図4】 図3に示す軽量土木資材を用いた盛土を示す
断面図。FIG. 4 is a sectional view showing an embankment using the lightweight civil engineering material shown in FIG. 3;
【図5】 図3に示す軽量土木資材をEPSブロックを
用いた盛土(拡幅)の裏込め材として用いた例を示す断
面図。FIG. 5 is a cross-sectional view showing an example in which the lightweight civil engineering material shown in FIG. 3 is used as a backfill material for embankment (widening) using an EPS block.
【図6】 図3に示す軽量土木資材を擁壁の裏込め材と
して用いた例を示す断面図。FIG. 6 is a sectional view showing an example in which the lightweight civil engineering material shown in FIG. 3 is used as a backing material for a retaining wall.
【図7】 図3に示す軽量土木資材を盛土の排水材とし
て用いた例を示す断面図。FIG. 7 is a sectional view showing an example in which the lightweight civil engineering material shown in FIG. 3 is used as a drainage material for embankment.
【図8】 従来の土木資材である土砂を用いた盛土を示
す断面図。FIG. 8 is a sectional view showing embankment using earth and sand which is a conventional civil engineering material.
【図9】 従来の土木資材である砕石を擁壁の裏込め材
として用いた例を示す断面図。FIG. 9 is a cross-sectional view showing an example in which crushed stone, which is a conventional civil engineering material, is used as a backfill material for a retaining wall.
【図10】 従来の土木資材である砕石を盛土(拡幅)
の裏込め材として用いた例を示す断面図。Fig. 10 Embankment (widening) of crushed stone, which is a conventional civil engineering material
Sectional drawing which shows the example used as a backfill material.
11・・・軽量土木資材 12、17・・・熱溶融固化物 13、18・・・バック 20・・・盛土 30・・・盛土(拡幅) 40・・・擁壁 50・・・盛土 11 ・ ・ ・ Lightweight civil engineering materials 12, 17 ・ ・ ・ Hot melt solidified material 13,18 ・ ・ ・ Back 20 ・ ・ ・ Filling 30 ・ ・ ・ Filling (widening) 40 ・ ・ ・ Retaining wall 50 ・ ・ ・ Filling
Claims (6)
を網状の袋やバックに収納してなることを特徴とする軽
量土木資材。1. A lightweight civil engineering material characterized in that a hot-melt solidified material obtained by hot-melting a foamed resin material is stored in a net-like bag or bag.
材などの使用済み回収物であることを特徴とする請求項
1記載の軽量土木資材。2. The lightweight civil engineering material according to claim 1, wherein the foamed resin material is a used recovered material such as a fish box, a tray, and a packing material for home electric appliances.
特徴とする請求項1または2に記載の軽量土木資材。3. The lightweight civil engineering material according to claim 1, wherein the heat-melted solid is an ingot.
ることを特徴とする請求項1または2記載の軽量土木資
材。4. The lightweight civil engineering material according to claim 1, wherein the heat-melted solid is a crushed ingot.
いずれかであることを特徴とする請求項1記載の軽量土
木資材。5. The lightweight civil engineering material according to claim 1, wherein the bag is one of a water-permeable bag, a net and a basket.
木資材を用いた軽量構造物。6. A lightweight structure using the lightweight civil engineering material according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32651199A JP3493419B2 (en) | 1999-11-17 | 1999-11-17 | Embankment using lightweight civil engineering drainage material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32651199A JP3493419B2 (en) | 1999-11-17 | 1999-11-17 | Embankment using lightweight civil engineering drainage material |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001140260A true JP2001140260A (en) | 2001-05-22 |
JP3493419B2 JP3493419B2 (en) | 2004-02-03 |
Family
ID=18188655
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32651199A Expired - Fee Related JP3493419B2 (en) | 1999-11-17 | 1999-11-17 | Embankment using lightweight civil engineering drainage material |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3493419B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004353333A (en) * | 2003-05-29 | 2004-12-16 | Hajime Matsuoka | Vibration mitigating structure and response controlled method |
-
1999
- 1999-11-17 JP JP32651199A patent/JP3493419B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004353333A (en) * | 2003-05-29 | 2004-12-16 | Hajime Matsuoka | Vibration mitigating structure and response controlled method |
Also Published As
Publication number | Publication date |
---|---|
JP3493419B2 (en) | 2004-02-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6624414B2 (en) | Slope reinforcement structure and slope reinforcement method | |
JPH07252841A (en) | Reinforced earth structure | |
JPS5948525A (en) | Reinforcement and structure for vertical banking | |
JP2010180678A (en) | Load reducing configuration for structure | |
JP2001140260A (en) | Light-weight civil engineering material and light-weight structure using it | |
JP2005016196A (en) | Construction method for embankment on backside of substructure | |
JP4413788B2 (en) | Anti-earth pressure structure backside construction method | |
JP3712878B2 (en) | Retaining wall structure | |
JP2839986B2 (en) | Retaining wall construction method | |
JP2020094463A (en) | Water cutoff structure of sea surface disposal field reclamation area | |
JPH11303060A (en) | Method for preventing settlement of dirt floor | |
JP3045673B2 (en) | Lightweight backfill, backfill method and lightweight embankment method | |
JP2002030674A (en) | Polystyrene resin foam plate assembly, method of constructing lightweight ground, method of constructing foundation, and method of constructing lightweight banking | |
JPH03247801A (en) | Method for road construction | |
JP2004204661A (en) | Subgrade making method by waste tires filled with particulate matter, and developed subgrade | |
JP2885323B2 (en) | Lightweight embankment and embankment construction method | |
TW201615932A (en) | Retaining wall structure | |
JP3729415B2 (en) | Construction foundation structure | |
JPH04368508A (en) | Ground forming construction method with solid lightweight material | |
JPH0756330Y2 (en) | Ground construction material | |
JP2000273870A (en) | Ground stabilizing construction method | |
JPH04336120A (en) | Ground forming construction method using bagged light material | |
JPH047407A (en) | Manufacture of foamed body at job site | |
JPH07113223A (en) | Construction method by hollow plastic grain body | |
JP3153542U (en) | Earth retaining structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20071121 Year of fee payment: 4 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081121 Year of fee payment: 5 |
|
LAPS | Cancellation because of no payment of annual fees |