JPH0794744B2 - Foamed resin member attached to the earth pressure member - Google Patents

Foamed resin member attached to the earth pressure member

Info

Publication number
JPH0794744B2
JPH0794744B2 JP1204417A JP20441789A JPH0794744B2 JP H0794744 B2 JPH0794744 B2 JP H0794744B2 JP 1204417 A JP1204417 A JP 1204417A JP 20441789 A JP20441789 A JP 20441789A JP H0794744 B2 JPH0794744 B2 JP H0794744B2
Authority
JP
Japan
Prior art keywords
foamed resin
resin member
ground
earth pressure
shaped groove
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
JP1204417A
Other languages
Japanese (ja)
Other versions
JPH0369737A (en
Inventor
廣行 村瀬
Original Assignee
昭和コンクリート工業株式会社
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 昭和コンクリート工業株式会社 filed Critical 昭和コンクリート工業株式会社
Priority to JP1204417A priority Critical patent/JPH0794744B2/en
Publication of JPH0369737A publication Critical patent/JPH0369737A/en
Publication of JPH0794744B2 publication Critical patent/JPH0794744B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、水路構成用部材(組立柵溝、U字溝ブロック
等)、擁壁部材、護岸部材等のように側方からの土圧を
受ける各種被土圧部材において、地盤凍上時の土圧を緩
和するため、該被土圧部材に添設される発泡樹脂部材に
関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to earth pressure from a side such as a member for constructing a water channel (assembled fence groove, U-shaped groove block, etc.), a retaining wall member, a revetment member, etc. The present invention relates to a foamed resin member that is attached to a member to be subjected to earth pressure in order to relieve the earth pressure when the ground is frozen.

[従来の技術] 上に挙げた各種被土圧部材は、側方からの土圧に耐え得
る十分な強度に設計されてはいるが、寒冷地において施
工される被土圧部材については、耐凍圧性をもたせるた
めに特別な工法を行う必要があった。
[Prior Art] Although the various types of earth pressure members listed above are designed to have sufficient strength to withstand the earth pressure from the sides, It was necessary to carry out a special construction method in order to give pressure.

例えば、第5図に示す排水路51は、地盤52に溝53を掘削
し、その底部に小石、砂利等の敷設又はコンクリートの
打設により基礎54を設け、該基礎54の上に複数個のコン
クリート製のU字溝ブロック55を載置し、該U字溝ブロ
ック55を直列に連結して形成している。ここで、前記U
字溝ブロック55の外側面(地盤側の側面をいう。以下、
同じ。)にそのまま地盤52を埋め戻したとすると、該地
盤52が凍上して土圧が著しく増加したときに、U字溝ブ
ロック55が該土圧を直接受けて破損することがあった。
For example, in the drainage channel 51 shown in FIG. 5, a groove 53 is excavated in the ground 52, a foundation 54 is provided at the bottom by laying pebbles, gravel, or the like or by placing concrete, and a plurality of foundations 54 are provided on the foundation 54. A U-shaped groove block 55 made of concrete is placed, and the U-shaped groove blocks 55 are connected in series. Where U
The outer side surface of the groove groove block 55 (refers to the side surface on the ground side.
the same. If the ground 52 is directly backfilled in), the U-shaped groove block 55 may be directly damaged by the ground pressure and damaged when the ground 52 is frozen and the ground pressure is significantly increased.

前記破損を防ぐため、U字溝ブロック55の外側面と地盤
52と間に砂利層を設けて土圧を緩和する工法がよく行わ
れるが、工事の手間が大変であった。
In order to prevent the damage, the outer surface of the U-shaped groove block 55 and the ground
A construction method is often used to relieve the earth pressure by providing a gravel layer between the 52 and 52, but the construction work was troublesome.

そこで、最近では第5図に示すように、U字溝ブロック
55の外側面に発泡スチロールブロック56を添設し、該発
泡スチロールブロック56による地盤52の凍上圧緩和作用
と保温作用により前記破損事故を防ぐ工法が考えられて
いる。
Therefore, recently, as shown in FIG. 5, a U-shaped groove block is used.
A construction method has been considered in which a styrofoam block 56 is additionally provided on the outer surface of 55, and the damage accident is prevented by the frost rising pressure relieving action and heat retaining action of the ground 52 by the styrofoam block 56.

[発明が解決しようとする課題] しかし、上記発泡スチロールブロック56は、施工場所に
よっては施工した当初からその上面が地盤52上に露出し
ていることがある。また、第5図に鎖線で示すように、
施工した当初は発泡スチロールブロック56の上面に土砂
が被せられていても、その後の地盤52の沈下や侵食によ
って該土砂が薄くなったり、無くなって前記上面が露出
したりすることもある。
[Problems to be Solved by the Invention] However, the upper surface of the styrofoam block 56 may be exposed on the ground 52 from the beginning of construction depending on the construction site. Also, as shown by the chain line in FIG.
Even if the upper surface of the styrofoam block 56 is covered with earth and sand at the beginning of construction, the earth and sand may be thinned or disappear due to subsequent subsidence or erosion of the ground 52, and the upper surface may be exposed.

こういう場合に、排水路51周辺の草木57を野焼すると、
その燃焼熱によって発泡スチロールブロック56の上部が
焼損してしまうという問題があった。また、発泡スチロ
ールブロック56の上部が物理的にあるいは化学的に経年
劣化を起こすようになるという問題もあった。
In this case, if you burn the plants 57 around the drainage channel 51,
There has been a problem that the upper part of the styrofoam block 56 is burned by the combustion heat. In addition, there is a problem that the upper portion of the styrofoam block 56 physically or chemically deteriorates with time.

本発明の目的は、上記問題を解決し、単に発泡樹脂部材
により地盤凍上時の土圧を緩和して被土圧部材の破損を
防ぐことができるだけでなく、発泡樹脂部材の重量増加
とコスト上昇とを最少限に抑えながら、発泡樹脂部材自
体の野焼による焼損の防止や経年劣化の軽減を図ること
もできる新規な発泡樹脂部材を提供することにある。
The object of the present invention is not only to solve the above-mentioned problems, but also to prevent the damage of the earth pressure member by relaxing the earth pressure at the time of freezing of the ground simply by the foam resin member, and increase the weight and cost of the foam resin member. It is an object of the present invention to provide a novel foamed resin member capable of preventing burning damage due to open burning of the foamed resin member itself and mitigating deterioration over time while minimizing the above-mentioned problems.

[課題を解決するための手段] 上記目的を達成するために、本発明では、地盤に埋めて
使用するコンクリート製の被土圧部材の地盤側の側面に
添設される発泡樹脂部材において、該発泡樹脂部材の上
面を含む上端部のみに耐火性材料よりなる耐火層を被覆
形成し、該発泡樹脂部材の残部には前記耐火層を被覆形
成しないようにするという手段をとった。
[Means for Solving the Problems] In order to achieve the above-mentioned object, in the present invention, in a foamed resin member attached to the side surface on the ground side of a concrete earth pressure member to be used by being buried in the ground, The fireproof layer made of a refractory material is coated only on the upper end portion including the upper surface of the foamed resin member, and the refractory layer is not coated on the remaining portion of the foamed resin member.

[作用] 本発明の発泡樹脂部材においても、その上面を含む上端
部が、施工した当初から地盤上に露出していたり、施工
後に地盤の沈下や侵食によって露出したりすることがあ
る。
[Operation] Also in the foamed resin member of the present invention, the upper end portion including the upper surface thereof may be exposed on the ground from the beginning of the construction, or may be exposed due to subsidence or erosion of the ground after the construction.

しかし、こういう場合に被土圧部材周辺の草木を野焼し
たとしても、本発明の発泡樹脂部材によれば、上面を含
む上端部に被覆形成した耐火層が野焼の燃焼熱を遮断す
るため、発泡樹脂部材の上面を含む上端部の焼損を防ぐ
ことができる。また、この耐火層は発泡樹脂部材の上面
を含む上端部を物理的に(耐火性材料によっては、さら
に化学的にも)保護するため、発泡樹脂部材の経年劣化
を軽減することができる。
However, even if the plants around the earth pressure member are burnt in such a case, according to the foamed resin member of the present invention, the refractory layer formed on the upper end portion including the upper surface blocks the combustion heat of the burning. It is possible to prevent burning of the upper end portion including the upper surface of the foamed resin member. Further, since the fire-resistant layer physically protects the upper end portion including the upper surface of the foamed resin member (and further chemically depending on the fire-resistant material), deterioration over time of the foamed resin member can be reduced.

また、地盤が凍上して土圧が増加したときは、発泡樹脂
部材が地盤の凍上圧緩和作用及び保温作用を発揮する。
Further, when the ground is frozen and the earth pressure is increased, the foamed resin member exerts a frost heaving pressure relaxing action and a heat retaining action of the ground.

[第一実施例] 第1図及び第2図に示す第一実施例は、本発明をU字溝
ブロックに添設する発泡樹脂部材に具体化したものであ
る。
First Embodiment A first embodiment shown in FIGS. 1 and 2 is one in which the present invention is embodied in a foamed resin member attached to a U-shaped groove block.

同図に示す排水路1は、地盤2に溝3を掘削し、その底
部に小石、砂利等を敷設したりコンクリートを打設した
りして基礎4を設け、該基礎4の上にU字溝ブロック5
を複数個載置し、該U字溝ブロック5を直列に連結する
とともに、該U字溝ブロック5の両外側面に発泡樹脂部
材6を添設し、該発泡樹脂部材6の外側面に地盤3を埋
め戻して形成したものである。
In the drainage channel 1 shown in the figure, a groove 3 is excavated in the ground 2, and a pebbles, gravel, etc. are laid at the bottom of the channel 3 to provide a foundation 4, and a U-shape is provided on the foundation 4. Groove block 5
A plurality of them are connected, the U-shaped groove blocks 5 are connected in series, and foamed resin members 6 are additionally provided on both outer surfaces of the U-shaped groove blocks 5, and the ground is formed on the outer surfaces of the foamed resin members 6. It is formed by backfilling 3.

前記U字溝ブロック5は、U字状にプレキャストされた
コンクリートブロックであって、その両側壁には例えば
3個ずつの排水孔が貫設され、各排水孔7には網状のフ
ィルタ8が取り付けられている。この排水孔7の数や位
置は、任意に変更することができる。
The U-shaped groove block 5 is a U-shaped precast concrete block, and three drain holes are formed on both side walls of the concrete block, and a mesh filter 8 is attached to each drain hole 7. Has been. The number and position of the drain holes 7 can be arbitrarily changed.

前記発泡樹脂部材6は、発泡樹脂成形又は発泡樹脂状体
の集合成形により形成された板状ブロックであって、そ
の合成樹脂材料、発泡状態及び発泡率は特に限定されな
いが、吸水性を無くし保温作用を高めるという点から独
立発泡が好ましい。本実施例では、独立発泡の発泡スチ
ロール樹脂製の発泡樹脂部材6を使用している。この発
泡樹脂部材6には前記排水孔7に連通する3個の貫通孔
9が形成されている。
The foamed resin member 6 is a plate-shaped block formed by foamed resin molding or collective molding of foamed resin-like bodies. The synthetic resin material, the foaming state and the foaming rate are not particularly limited, but the water absorption is eliminated and the temperature is kept warm. Independent foaming is preferable from the viewpoint of enhancing the action. In this embodiment, the foamed resin member 6 made of independently foamed styrofoam resin is used. The foamed resin member 6 has three through holes 9 communicating with the drain holes 7.

また、上記発泡樹脂部材6は第1図及び第2図における
左側のもののように、U字溝ブロック5の上端面まで延
びて、施工した当初から地盤2上に露出するものでもよ
いし、右側のもののように、U字溝ブロック5の上端面
よりやや下方までしか延びず、施工した当初には第2図
に鎖線で示すように土砂が被るものでもよい。
Further, the foamed resin member 6 may extend to the upper end surface of the U-shaped groove block 5 and be exposed on the ground 2 from the beginning of construction, as shown on the left side in FIGS. 1 and 2, or on the right side. As shown in Fig. 2, the U-shaped groove block 5 may extend slightly below the upper end surface of the U-shaped groove block 5 and be covered with earth and sand as shown by a chain line in Fig. 2.

さて、上記発泡樹脂部材6の上面を含む上端部には、耐
火性材料よりなる耐火層10が被覆形成されている。この
耐火層10は、セメントペースト、モルタル、気泡セメン
トペースト、気泡モルタル等の耐火性材料を発泡樹脂部
材6に塗布して被覆形成したものでもよいし、これらの
耐火性材料あるいは石綿マット、グラスウールマットそ
の他の耐火性材料で予め成形した成形体を発泡樹脂部材
6に組立・接着等して被覆形成したものでもよい。本実
施例では、耐火性に優れ安価な気泡モルタルを塗布して
耐火層10を被覆形成した。
A refractory layer 10 made of a refractory material is formed on the upper end portion of the foamed resin member 6 including the upper surface thereof. The fire-resistant layer 10 may be formed by coating a fire-resistant material such as cement paste, mortar, aerated cement paste, or aerated mortar on the foamed resin member 6, or may be formed by coating the fire-resistant material, asbestos mat, glass wool mat, or the like. It is also possible to assemble and adhere to the foamed resin member 6 a molded body previously molded of another refractory material to form a coating. In this example, the fireproof layer 10 was formed by coating a cheap mortar having excellent fire resistance.

また、上記耐火層10は次のいずれの手順により形成した
ものでもよい。
Further, the refractory layer 10 may be formed by any of the following procedures.

工場において発泡樹脂部材6に耐火層10を被覆形成
し、これを施工現場に搬入する。
A fireproof layer 10 is formed on the foamed resin member 6 in a factory, and the fireproof layer 10 is delivered to a construction site.

発泡樹脂部材6及び耐火層10の材料又は成形体を独
立して施工現場に搬入し、施工現場において発泡樹脂部
材6に耐火層10を被覆形成する。
The materials or molded products of the foamed resin member 6 and the fireproof layer 10 are independently carried into a construction site, and the foamed resin member 6 is coated with the fireproof layer 10 at the construction site.

また、上記耐火層10は発泡樹脂部材6の上面を含む上端
部のみに形成されていればよく、例えば、上面のみ、
上面と外側面の上部、図示したように上面と外側面
の上部と内側面の上部、等のいずれかに形成することが
できる。そして、発泡樹脂部材6の残部に耐火層は被覆
形成されていない。
Further, the fire resistant layer 10 may be formed only on the upper end portion including the upper surface of the foamed resin member 6, and for example, only the upper surface,
It can be formed on any one of the upper surface and the outer surface, the upper surface, the outer surface, and the inner surface as shown. The refractory layer is not formed on the rest of the foamed resin member 6.

以上のように構成された第一実施例において、上記発泡
樹脂部材6の上面を含む上端部は、第1図及び第2図に
おける左側のもののように施工した当初から地盤2上に
露出していることがある。また、右側のもののように施
工した当初には土砂が被せられていても、その後の地盤
2の沈下や侵食によって該土砂が薄くなったり、無くな
って発泡樹脂部材6の上面が露出したりすることもあ
る。
In the first embodiment configured as described above, the upper end portion including the upper surface of the foamed resin member 6 is exposed on the ground 2 from the beginning when it is constructed like the one on the left side in FIGS. 1 and 2. Sometimes Also, even if the earth and sand are covered at the beginning of construction like the one on the right side, the earth and sand may become thin due to the subsidence or erosion of the ground 2 thereafter, or the upper surface of the foamed resin member 6 may be exposed due to disappearance. There is also.

しかし、こういう場合に排水路1周辺の草木11を野焼し
たとしても、本実施例の発泡樹脂部材6によれば、上面
を含む上端部に被覆形成した耐火層10が野焼の燃焼熱を
遮断するため、発泡樹脂部材6の上面を含む上端部の焼
損を防ぐことができる。また、この耐火層10は発泡樹脂
部材の上面を含む上端部を物理的に(耐火性材料によっ
ては、さらに化学的にも)保護するため、発泡樹脂部材
6の経年劣化を軽減することができる。
However, in such a case, even if the vegetation 11 around the drainage channel 1 is burnt, according to the foamed resin member 6 of this embodiment, the refractory layer 10 formed on the upper end portion including the upper surface covers the burning heat of burning. Since it is blocked, it is possible to prevent burning of the upper end portion including the upper surface of the foamed resin member 6. Further, since the fire-resistant layer 10 physically protects the upper end portion including the upper surface of the foamed resin member (more chemically depending on the fire-resistant material), deterioration with time of the foamed resin member 6 can be reduced. .

また、地盤2が凍上して土圧が増加したときは、発泡樹
脂部材6が地盤2の凍上圧緩和作用及び保温作用を発揮
するため、U字溝ブロック5の側壁部の破損を防止する
ことができる。
Further, when the ground 2 freezes up and the earth pressure increases, the foamed resin member 6 exerts a frost lifting pressure relaxing effect and a heat retaining effect on the ground 2, so that the side wall portion of the U-shaped groove block 5 is prevented from being damaged. You can

[第二実施例] 第3図に示す第二実施例は、特に凍上の激しい地域の適
する工法を示すもので、前記U字溝ブロック5の上端部
の外側面に対し、前記発泡樹脂部材6の上面にも当接す
るように別の発泡樹脂部材12を添設した点において、第
一実施例と相違している。
[Second Embodiment] A second embodiment shown in FIG. 3 shows a suitable construction method particularly in a region with severe freezing, in which the foamed resin member 6 is attached to the outer surface of the upper end of the U-shaped groove block 5. This is different from the first embodiment in that another foamed resin member 12 is additionally provided so as to abut on the upper surface of the.

この発泡樹脂部材12の少なくとも上面、例えば上面の
み、上面と外側面、上面と内側面、部材全面等の
いずれかには、前記耐火性材料よりなる耐火層13が被覆
形成されている。従って、両発泡樹脂部材6,12の全体で
見れば、その上面を含む上端部のみに耐火層13が被覆形
成されているといえる。発泡樹脂部材12の上面にさらに
図示しないコンクリートブロック等を載せて該発泡樹脂
部材12を押えることもできるが、耐火層13が重い場合は
何も載せなくても該耐火層13だけで発泡樹脂部材12に移
動を防止することができる。
At least the upper surface of the foamed resin member 12, for example, only the upper surface, the upper surface and the outer surface, the upper surface and the inner surface, the entire surface of the member, or the like, is coated with the fire resistant layer 13 made of the fire resistant material. Therefore, it can be said that the fire-resistant layer 13 is formed only on the upper end portion including the upper surface of the foamed resin members 6 and 12 as a whole. The foamed resin member 12 can be pressed by further placing a concrete block or the like on the upper surface of the foamed resin member 12, but when the refractory layer 13 is heavy, the foamed resin member can be formed only by the refractory layer 13 without placing anything. Can be prevented from moving to 12.

本実施例においても、上記耐火層13により第一実施例と
同様の効果を奏する。
Also in this embodiment, the same effect as that of the first embodiment is obtained by the refractory layer 13.

[第三実施例] 第4図に示す第三実施例は、組立柵溝14を構成するコン
クリートパネル15の外側面に発泡樹脂部材16を添設した
例である。
[Third Embodiment] A third embodiment shown in FIG. 4 is an example in which a foamed resin member 16 is attached to the outer surface of a concrete panel 15 constituting the assembled fence groove 14.

本実施例では、最上部のコンクリートパネル15の外側面
に添設した発泡樹脂部材16の少なくとも上面、例えば
上面のみ、上面と外側面、上面と内側面、部材全
面等のいずれかに、前記耐火性材料よりなる耐火層17が
被覆形成されている。従って、三段の発泡樹脂部材16,1
6,16の全体で見れば、その上面を含む上端部のみに耐火
層17が被覆形成されているといえる。
In this embodiment, at least the upper surface of the foamed resin member 16 provided on the outer surface of the uppermost concrete panel 15, for example, only the upper surface, the upper surface and the outer surface, the upper surface and the inner surface, the entire member, etc., the fireproof A refractory layer 17 made of a conductive material is formed by coating. Therefore, the three-stage foam resin member 16,1
It can be said that the refractory layer 17 is formed only on the upper end portion including the upper surface of the refractory layer 16 as a whole.

本実施例においても、上記耐火層17により第一実施例と
同様の効果を奏する。
Also in this embodiment, the same effect as that of the first embodiment is obtained by the refractory layer 17.

なお、本発明は前記実施例の構成に限定されるものでは
なく、例えば以下のように発明の趣旨から逸脱しない範
囲で任意に変更して具体化することもできる。
The present invention is not limited to the configurations of the above-described embodiments, but may be embodied by being arbitrarily modified within the scope of the gist of the invention as follows, for example.

(1)発泡樹脂部材6の外側面に前記貫通孔9に延びる
集水溝を設けて排水性を向上させたり、発泡樹脂部材6,
12,16の外側面及び/又は内側面に流水溝を設けて地下
浸水性を向上させたりすることもできる。
(1) The drainage is improved by providing a water collecting groove extending to the through hole 9 on the outer surface of the foamed resin member 6,
It is also possible to improve the submergence by submerging water channels on 12, 16 outer and / or inner surfaces.

(2)本発明は、前記U字溝ブロック以外の水路構成用
部材、擁壁部材、護岸部材その他の各種被土圧部材に添
設される発泡樹脂部材に具体化することもできる。
(2) The present invention can also be embodied in a foamed resin member that is attached to a member for constructing a water channel other than the U-shaped groove block, a retaining wall member, a revetment member, and other various earth pressure members.

[発明の効果] 本発明の被土圧部材に添設される発泡樹脂部材は、上記
の通り構成されているので、単に発泡樹脂部材により地
盤凍上時の土圧を緩和して被土圧部材の破損を防ぐこと
ができるだけでなく、発泡樹脂部材の重量増加とコスト
上昇とを最少限に抑えながら、発泡樹脂部材自体の野焼
による焼損の防止や経年劣化の軽減を図ることもできる
優れた効果を奏する。
EFFECTS OF THE INVENTION Since the foamed resin member additionally provided for the earth pressure member of the present invention is configured as described above, the earth pressure at the time of freezing of the ground is simply relieved by the foam resin member to reduce the earth pressure member. Not only can the damage of the foamed resin member be prevented and the increase in the weight and cost of the foamed resin member can be minimized, but it is also possible to prevent burnout due to open burning of the foamed resin member itself and reduce deterioration over time. Produce an effect.

【図面の簡単な説明】[Brief description of drawings]

第1図は第一実施例を示す斜視図、第2図は同じく断面
図、第3図は第二実施例を示す断面図、第4図は第三実
施例を示す断面図、第5図は従来例を示す断面図であ
る。 5……被土圧部材としてのU字溝ブロック、 15……同じくコンクリートパネル、 6,12,16……発泡樹脂部材、 10,13,17……耐火層。
1 is a perspective view showing a first embodiment, FIG. 2 is a sectional view showing the same, FIG. 3 is a sectional view showing a second embodiment, FIG. 4 is a sectional view showing a third embodiment, and FIG. [FIG. 7] is a cross-sectional view showing a conventional example. 5 …… U-shaped groove block as earth pressure member, 15 …… Similar concrete panel, 6,12,16 …… Foam resin member, 10,13,17 …… Fireproof layer.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E02D 31/14 ─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 6 Identification code Internal reference number FI technical display area E02D 31/14

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】地盤に埋めて使用するコンクリート製の被
土圧部材(1,15)の地盤側の側面に添設される発泡樹脂
部材において、該発泡樹脂部材(6,12,16)の上面を含
む上端部のみに耐火性材料よりなる耐火層(10,13,17)
を被覆形成し、該発泡樹脂部材(6,12,16)の残部には
前記耐火層を被覆形成しないようにしたことを特徴とす
る発泡樹脂部材。
1. A foamed resin member attached to a ground side surface of a concrete earth pressure member (1,15) to be used by being buried in the ground, wherein the foamed resin member (6, 12, 16) is Refractory layer made of refractory material only on the upper end including the upper surface (10,13,17)
And a refractory layer is not formed on the remaining portion of the foamed resin member (6, 12, 16).
JP1204417A 1989-08-07 1989-08-07 Foamed resin member attached to the earth pressure member Expired - Fee Related JPH0794744B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1204417A JPH0794744B2 (en) 1989-08-07 1989-08-07 Foamed resin member attached to the earth pressure member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1204417A JPH0794744B2 (en) 1989-08-07 1989-08-07 Foamed resin member attached to the earth pressure member

Publications (2)

Publication Number Publication Date
JPH0369737A JPH0369737A (en) 1991-03-26
JPH0794744B2 true JPH0794744B2 (en) 1995-10-11

Family

ID=16490198

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1204417A Expired - Fee Related JPH0794744B2 (en) 1989-08-07 1989-08-07 Foamed resin member attached to the earth pressure member

Country Status (1)

Country Link
JP (1) JPH0794744B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9262978B2 (en) 1998-03-27 2016-02-16 Semiconductor Energy Laboratory Co., Ltd. Driving circuit of a semiconductor display device and the semiconductor display device

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5549418A (en) * 1994-05-09 1996-08-27 Benchmark Foam, Inc. Expanded polystyrene lightweight fill
JP2015068150A (en) * 2013-10-01 2015-04-13 ダウ化工株式会社 Construction method for side wall for lightweight banking, and wall panel for use in the same
CN105723845A (en) * 2016-01-29 2016-07-06 上海交通大学 Ecological water draining ditch
JP6095840B1 (en) * 2016-10-07 2017-03-15 居林遠藤建設株式会社 Drainage basin, U-shaped side gutter and construction method
JP6489662B2 (en) * 2017-11-24 2019-03-27 ダウ化工株式会社 Lightweight embankment sidewall

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS511054A (en) * 1974-06-22 1976-01-07 Morita Kuniko SHINSHIKI JUSHINANTENA
JPH0161278U (en) * 1987-10-12 1989-04-19

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9262978B2 (en) 1998-03-27 2016-02-16 Semiconductor Energy Laboratory Co., Ltd. Driving circuit of a semiconductor display device and the semiconductor display device

Also Published As

Publication number Publication date
JPH0369737A (en) 1991-03-26

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