JPS6016670Y2 - concrete earth retaining fence culvert - Google Patents

concrete earth retaining fence culvert

Info

Publication number
JPS6016670Y2
JPS6016670Y2 JP1978115010U JP11501078U JPS6016670Y2 JP S6016670 Y2 JPS6016670 Y2 JP S6016670Y2 JP 1978115010 U JP1978115010 U JP 1978115010U JP 11501078 U JP11501078 U JP 11501078U JP S6016670 Y2 JPS6016670 Y2 JP S6016670Y2
Authority
JP
Japan
Prior art keywords
fence
culvert
earth retaining
water
sand
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
Application number
JP1978115010U
Other languages
Japanese (ja)
Other versions
JPS5531869U (en
Inventor
和弥 黒鳥
Original Assignee
相田 清三
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 相田 清三 filed Critical 相田 清三
Priority to JP1978115010U priority Critical patent/JPS6016670Y2/en
Publication of JPS5531869U publication Critical patent/JPS5531869U/ja
Application granted granted Critical
Publication of JPS6016670Y2 publication Critical patent/JPS6016670Y2/en
Expired legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Fencing (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、土壁に沿ってコンクリート製の柵板を接合
することにより構築された土留柵渠に関するものであっ
て、防砂マットや防砂シートを使用せずに柵渠の裏面側
からいわゆる土砂の吸出しを防止することができるコン
クリート土留柵渠に関する。
[Detailed description of the invention] [Industrial field of application] This invention relates to an earth retaining fence culvert constructed by joining concrete fence plates along an earthen wall, and sand prevention mats and sand prevention sheets. This invention relates to a concrete earth retaining fence culvert that can prevent so-called earth and sand from being sucked out from the back side of the fence culvert without using.

〔従来の技術〕[Conventional technology]

この種のコンクリート土留柵渠では、土壁の崩壊を防止
すると共に、地山側から浸出する水を柵渠の表側(土壁
に接した側と反対側をいう、以下同じ)に排水する機能
を必要とする。
This type of concrete earth retaining fence culvert has the function of preventing the earth wall from collapsing and draining water seeping from the ground side to the front side of the fence culvert (the side opposite to the side in contact with the earth wall, the same shall apply hereinafter). I need.

地山から浸出する水は、通常柵渠を構成する柵板の間の
目地等からその表側に排水されるが、特に柵板に排水の
ための排水孔を開設する場合もある(例えば実開昭53
−97叩号公報)。
Water that seeps out of the ground is normally drained to the front side through the joints between the fence boards that make up the fence culvert, but in some cases drainage holes are especially created in the fence boards (for example,
-97 Publication).

しかし、地山から浸出する水は、通常多量の土砂を含ん
でいるため、上記排水と共に地山の土砂が柵渠の表側へ
と浸出し、いわゆる土砂の吸出しという現象を生じ、地
山に地盤の緩みを生じる虞がある。
However, since the water that seeps out from the ground usually contains a large amount of sediment, the soil from the ground leaches to the front side of the fence culvert along with the above drainage, causing a phenomenon called so-called sand suction, There is a risk of loosening.

そこで従来は、この種のコンクリート土留柵渠を構築す
る際に、柵板と土壁との間に透水性を有する防砂マット
や防砂シートを介在させることが行われている。
Therefore, conventionally, when constructing this type of concrete earth retaining fence culvert, a water-permeable sandproof mat or sandproof sheet is interposed between the fence plate and the earthen wall.

またこの他に、柵板の裏面側に溝を設け、これに透水材
を収納することにより、地山から浸出する水を所定の場
所に案内して管等を通して排水する手段等(例えば特開
昭50−22403号公報)も提案されている。
In addition, by providing a groove on the back side of the fence board and storing a water-permeable material in the groove, there is a method for guiding water seeping from the ground to a predetermined place and draining it through a pipe, etc. (for example, Japanese Patent No. 50-22403) has also been proposed.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかし、コンクリート土留柵渠は、柵板を下から上へと
順次接合しながら土砂を埋め戻し、さらにこれを形成さ
れる土壁に沿って長手方向に積み進めていく工法が採ら
れるため、可撓性を有し、形が容易に定まらない上記防
砂シートや防砂マットを柵渠と土壁の間に介在さててい
く作業は困難を極める。
However, concrete earth retaining fence culverts are constructed by backfilling the fence plates with earth and sand while sequentially joining them from the bottom to the top, and then stacking the earth and sand in the longitudinal direction along the formed earth wall. It is extremely difficult to interpose sand control sheets and sand prevention mats, which are flexible and have irregular shapes, between the fence culvert and the earthen wall.

また、上記防砂シートや防砂マットは、柵渠と土壁との
界面に隙間なく介在されていなければ、防砂効果が低い
うえ、上記工事において防砂シートや防砂マットが破損
されやすく、破損した個所において防砂効果の低下を生
じるという欠点をもっている。
In addition, the anti-sand sheets and anti-sand mats have a low anti-sand effect unless they are tightly interposed at the interface between the fence culvert and the earthen wall.In addition, the anti-sand sheets and mats are easily damaged during the above construction work, and in the damaged areas. It has the disadvantage of reducing the sand control effect.

これに対し溝に収納した透水材を使用する後者の方法で
は、こうした工事に伴う困難性が無い反面、柵板の間の
目地から柵渠の表側に浸出する土砂を防ぐことができず
、その防砂効果に限界がある。
On the other hand, the latter method, which uses permeable material stored in the trench, does not have the difficulties associated with such construction, but it cannot prevent soil from seeping into the front side of the fence culvert from the joints between the fence boards, and its sand control effect is There are limits to

この考案は、こうした従来の問題を解消すべくなされた
ものであって、工事が容易で、しかも目地からの土砂の
浸出を効果的に防止することが可能なコンクリート土留
柵渠を提供することを目的とするものである。
This invention was made in order to solve these conventional problems, and the aim is to provide a concrete earth retaining fence culvert that is easy to construct and can effectively prevent earth and sand from seeping out from the joints. This is the purpose.

〔問題を解決するための手段〕[Means to solve the problem]

以下、この考案の構成を図示の実施例に基づき詳細に説
明する。
Hereinafter, the configuration of this invention will be explained in detail based on illustrated embodiments.

第1図〜第4図で示すようにコンクリート土留柵渠を構
成する上下の柵板1,4の接合面に、その長手方向に沿
って溝3,7を設ける。
As shown in FIGS. 1 to 4, grooves 3 and 7 are provided along the longitudinal direction of the joint surfaces of the upper and lower fence plates 1 and 4 constituting the concrete earth retaining fence culvert.

また、これら上下の柵板1,4の接合面に、その厚さ方
向に亙って上記溝3,7より浅いスリット2,5゜6を
設ける。
Further, slits 2, 5°6, which are shallower than the grooves 3, 7, are provided in the joint surfaces of the upper and lower fence plates 1, 4 in the thickness direction thereof.

これら溝3,7やスリット2,5.6は、上下の柵板1
,4の内、何れか一方の柵板1,4の接合面にのみに設
けてもよいが、できれば図示のように上下両柵板1,4
の互いに対応する位置に設けるのが望ましい。
These grooves 3, 7 and slits 2, 5.6 are formed on the upper and lower fence plates 1.
, 4 may be provided only on the joining surface of either one of the fence plates 1, 4, but if possible, both the upper and lower fence plates 1, 4 may be provided as shown in the figure.
It is preferable to provide them at mutually corresponding positions.

さらにこれら柵板1,4は、第6図で示すようにして上
下に接合され、コンクリート土留柵渠が構築される。
Furthermore, these fence plates 1 and 4 are joined vertically as shown in FIG. 6 to construct a concrete earth retaining fence culvert.

このとき上記溝3,7の中に長尺な透水性材料9を収納
し、これを柵板1,4の接合面の間にや)圧縮させた状
態で介在させる。
At this time, a long water-permeable material 9 is housed in the grooves 3 and 7, and is interposed in a compressed state between the joint surfaces of the fence plates 1 and 4.

また、こうして柵板1,4が接合された状態では、上記
スリンl’2t 5t 6により、上記接合面の間に、
いわゆる目地の位置に柵渠の裏から表に貫通する排水用
の通孔が形成される。
In addition, in the state where the fence plates 1 and 4 are joined in this way, between the joint surfaces by the sulin l'2t 5t 6,
Drainage holes are formed at so-called joint positions that penetrate from the back of the fence culvert to the front.

この柵渠の構築に際しては、通常第6図のように1スパ
ン毎に柵柱10が立てられ、これを介して柵板1,4が
長手方向に接合される。
When constructing this fence culvert, usually fence posts 10 are erected for each span as shown in FIG. 6, and the fence boards 1 and 4 are joined in the longitudinal direction via these posts.

図示の場合は、第5図で示すように、柵柱10の柵板1
゜4の端部に当たる部分の縦方向に溝11.11を設け
、これにやはり上記と同じ透水性材料12゜12を収納
し、これを柵板1,4と柵柱10の接合面の間に介在せ
しめている。
In the illustrated case, as shown in FIG.
A groove 11.11 is provided in the vertical direction at the end of the fence 11.11, and the same water-permeable material 12.12 as described above is housed in this groove, and this is inserted between the joint surfaces of the fence boards 1, 4 and the fence post 10. It is intervening.

上記透水性材料9,12には、弾性があって通水性が良
好であり、しかも土砂を濾する効果の大きいものが良く
、例えばスポンヂ或いは合成繊維や動物、植物性の天然
繊維等からなるものを使用することができる。
The water-permeable materials 9 and 12 are preferably elastic, have good water permeability, and are highly effective in filtering dirt, such as sponges, synthetic fibers, animal or vegetable natural fibers, etc. can be used.

〔作 用〕[Effect]

この考案による土留柵渠では、柵板1,4の間の目地や
そこに形成された通孔を通って地山から浸出する水が表
側に排水される。
In the earth retaining fence culvert according to this invention, water seeping from the ground is drained to the front side through the joint between the fence plates 1 and 4 and the through holes formed there.

このとき上記透水性材料9,12が水に含まれる土砂を
濾過するため、土砂が目地を通過するのが阻止される。
At this time, since the water-permeable materials 9 and 12 filter the earth and sand contained in the water, the earth and sand are prevented from passing through the joints.

〔考案の効果〕[Effect of idea]

以上説明した通り、この考案によれば柵渠における土砂
の通過が阻止されるため、いわゆる土砂の吸出しが防止
される。
As explained above, according to this invention, the passage of earth and sand in the fence culvert is prevented, so that so-called suction of earth and sand is prevented.

特に、防砂シートや防砂マットを使用せずに柵板1,4
の接合面間のいわゆ目地からの通水性を保持したま)、
そこからの土砂の吸出しを完全に防止することができる
In particular, fence boards 1 and 4 are installed without using sand prevention sheets or sand prevention mats.
while maintaining water permeability from the so-called joints between the joint surfaces),
It is possible to completely prevent the suction of earth and sand from there.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、何れもこの考案の実施例を示すもので、第1図
は、コンクリート土留柵渠を構成する上の柵板を示す斜
視図、第2図は、同断面図、第3図は、上記柵渠を構成
する下の柵板を示す斜視図、第4図は、同断面図、第5
図は、上記柵渠を構成する柵柱の横断端面図、第6図は
、同柵渠の組み立て状態を示す斜視図である。 1.4・・・・・・柵板、3,7・・・・・・溝、2,
5,6・・・・・・スリット、9,12・・・・・・透
水性材料。
The drawings all show examples of this invention; Fig. 1 is a perspective view showing the upper fence plate constituting the concrete earth retaining fence culvert, Fig. 2 is a cross-sectional view of the same, and Fig. 3 is the same. A perspective view showing the lower fence plate constituting the above-mentioned fence culvert, Figure 4 is a sectional view of the same, Figure 5
The figure is a cross-sectional end view of the fence posts constituting the fence culvert, and FIG. 6 is a perspective view showing the assembled state of the fence culvert. 1.4...Fence board, 3,7...Groove, 2,
5, 6... Slit, 9, 12... Water permeable material.

Claims (1)

【実用新案登録請求の範囲】 1 土壁に沿ってコンクリート製の柵板を接合して構築
したコンクリート土留柵渠において、柵板の接合面に沿
って溝を設け、この溝に透水性材料を収納してこれを柵
板の接合面の間にや)圧縮させて介在させると共に、こ
れら柵板の接合面に上記溝より浅いスリットを設けて、
同柵板の厚さ方向に貫通する排水用の通孔を形成してな
ることを特徴とするコンクリート土留柵渠。 2 透水性材料がスポンヂである実用新案登録請求の範
囲第1項記載の土留柵渠。 3 透水性材料が繊維材からなる実用新案登録請求の範
囲第1項記載の土留柵渠。
[Scope of Claim for Utility Model Registration] 1. In a concrete earth retaining fence culvert constructed by joining concrete fence plates along an earthen wall, a groove is provided along the joint surface of the fence plates, and a water-permeable material is injected into this groove. This is compressed and interposed between the bonding surfaces of the fence boards, and a slit shallower than the groove is provided in the bonding surfaces of these fence boards.
A concrete earth retaining fence culvert characterized by forming drainage holes penetrating through the thickness of the fence plate. 2. The earth retaining fence and culvert according to claim 1, wherein the water-permeable material is a sponge. 3. The earth retaining fence and culvert according to claim 1, wherein the water-permeable material is made of fibrous material.
JP1978115010U 1978-08-22 1978-08-22 concrete earth retaining fence culvert Expired JPS6016670Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1978115010U JPS6016670Y2 (en) 1978-08-22 1978-08-22 concrete earth retaining fence culvert

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1978115010U JPS6016670Y2 (en) 1978-08-22 1978-08-22 concrete earth retaining fence culvert

Publications (2)

Publication Number Publication Date
JPS5531869U JPS5531869U (en) 1980-02-29
JPS6016670Y2 true JPS6016670Y2 (en) 1985-05-23

Family

ID=29066267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1978115010U Expired JPS6016670Y2 (en) 1978-08-22 1978-08-22 concrete earth retaining fence culvert

Country Status (1)

Country Link
JP (1) JPS6016670Y2 (en)

Also Published As

Publication number Publication date
JPS5531869U (en) 1980-02-29

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