JP2009097287A - Self-supporting water transmissible strip and its installation method - Google Patents

Self-supporting water transmissible strip and its installation method Download PDF

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JP2009097287A
JP2009097287A JP2007271856A JP2007271856A JP2009097287A JP 2009097287 A JP2009097287 A JP 2009097287A JP 2007271856 A JP2007271856 A JP 2007271856A JP 2007271856 A JP2007271856 A JP 2007271856A JP 2009097287 A JP2009097287 A JP 2009097287A
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belt
fixing
installation
self
pile
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JP4793695B2 (en
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Katamasa Miyachi
方正 宮地
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MIYAJI KENZAITEN KK
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MIYAJI KENZAITEN KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a self-supporting water transmissible strip implement easily installed to exhibit a water transmissible function, having weatherability or durability and low in cost. <P>SOLUTION: This self-supporting water transmissible strip is provided with a strip part 1 formed of an elastic plate erected on an installation surface to convey water on the installation surface; a plurality of grounding pieces 2 bent or curved to either one side of both strip faces IF below the strip part 1 to abut on the installation surface; and fixing means for fixing the grounding pieces 2 abutting on the installation surface, to the installation surface. The strip part 1 is fixed in a self-supporting manner by the plurality of grounding pieces 2 fixed to the installation surface. At least two grounding pieces 2 are fixed windingly or curved alternately to one strip face 11F side and the other strip face 12F side between both strip faces 1F. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、路面を流れる路面水を帯状の路面設置帯で誘導する導水帯のうち、特に、本体を埋め込むことなく自立し得る自立式導水帯およびその設置方法に関する。   The present invention relates to a self-supporting water guide belt that can stand by itself without embedding a main body among water guide belts that guide road surface water flowing on the road surface with a belt-shaped road surface installation belt, and a method for installing the same.

林道や作業道などの未舗装路面において降雨による土砂の流出を防止できる路面用排水具として、従来、唐松などで成る角材に、ゴム板などで成る可撓性部材を二つ折りして角材の長手方向に沿って固定したものが開示される(例えば、特許文献1参照)。これは可撓性部材における逆U字形の上端が路面上に突出するように埋設することで、山頂側から流下する雨水の流れを可撓性部材の上端で変えて谷川に放出できるようにしたものとされる。   As a drainage device for road surfaces that can prevent the outflow of earth and sand due to rain on unpaved road surfaces such as forest roads and work roads, conventionally, square members made of karamatsu etc. are folded in half with flexible members made of rubber plates, etc. What was fixed along the direction is disclosed (for example, refer to Patent Document 1). By embedding so that the upper end of the inverted U-shape of the flexible member protrudes on the road surface, the flow of rainwater flowing down from the mountaintop side can be changed at the upper end of the flexible member and discharged into the Tanigawa river. It is supposed to be.

また他に、非舗装道路における排水処理施設としての路面横断工に関し、従来の鉄筋コンクリートU字側溝の設置に変わるものとして、ゴム板の上縁部により表面流水誘導面を正面に形成し、当該誘導面の下縁に向う流水上昇面を有する突条を正面に形成し、当該突条の背面に突条に対応する凹条を形成し、当該凹突条の下縁に地下埋設板を垂設した路面侵食防止ゴム板が開示される(例えば、特許文献2参照)。
実開平7−9740号公報 特開平10−88644号公報
In addition, regarding road crossing work as a wastewater treatment facility on a non-paved road, instead of installing a conventional reinforced concrete U-shaped side groove, a surface running water guiding surface is formed in front by the upper edge of the rubber plate, and the guidance A ridge with a running water rising surface facing the lower edge of the surface is formed on the front, a recess corresponding to the ridge is formed on the back of the ridge, and an underground buried plate is suspended on the lower edge of the recess A road surface erosion prevention rubber plate is disclosed (see, for example, Patent Document 2).
Japanese Utility Model Publication No. 7-9740 JP-A-10-88644

しかしながら、上記従来の路面用排水具や路面侵食防止ゴム板は、所定の導水機能を発揮すべく地中への埋設板を有し、その設置のためには埋設深さに相当する掘削作業と埋設後の埋め戻し作業が必須であり、依然として簡易に設置できるものとはいえなかった。また設置後に導水機能を発揮し続けるべき耐候性或いは耐久性を備えるため、比較的強固な材質や複雑な構造が要求される。このため安価に提供できるとはいいきれなかった。   However, the conventional road surface drainage device and the road surface erosion prevention rubber plate have a buried plate in the ground in order to perform a predetermined water guiding function, and for the installation, excavation work corresponding to the buried depth and Backfilling work after burial was essential, and it could not be said that it could still be installed easily. Moreover, in order to have the weather resistance or durability which should continue exhibiting a water-conducting function after installation, a comparatively strong material and a complicated structure are requested | required. For this reason, it could not be said that it could be provided inexpensively.

そこで本発明においては、簡易に設置できて導水機能を発揮し続け得るべき耐候性或いは耐久性を備えた導水具を、より安価なものとして提供することおよびその設置方法を提供することを課題とする。   Therefore, in the present invention, it is an object to provide a water guide having weather resistance or durability that can be easily installed and should continue to exhibit a water guide function as a cheaper one and to provide an installation method thereof. To do.

上記課題を解決するため、本発明では下記(1)ないし(6)の手段を講じている。   In order to solve the above problems, the present invention takes the following means (1) to (6).

(1)すなわち、本発明の自立式導水帯は、
設置面に立設されて堰となって設置面上に流れる水を誘導する弾性板からなる帯部1と、帯部1の下方にて両帯面1Fに対し屈曲又は湾曲して、設置面と当接して接地しうる複数の接地片2と、設置面と当接した接地片2を設置面に固定する固定手段とを具備してなり、設置面に固定された複数の接地片2によって帯部1が自立固定される自立式導水帯であって、複数の接地片2のうち少なくともいずれか2つ以上の接地片2は、両帯面1Fのうち一の帯面11F側及び他の帯面12F側へ交互に屈曲又は湾曲固定されてなることを特徴とする。
(1) That is, the self-supporting water conveyance zone of the present invention is
A band portion 1 made of an elastic plate standing on the installation surface and serving as a weir to guide water flowing on the installation surface, and bent or curved with respect to both band surfaces 1F below the band portion 1, A plurality of grounding pieces 2 that can be brought into contact with the ground and a fixing means for fixing the grounding piece 2 in contact with the installation surface to the installation surface, and the plurality of grounding pieces 2 fixed to the installation surface. It is a self-supporting water conveyance belt in which the belt unit 1 is self-supportingly fixed, and at least any two or more of the grounding pieces 2 are connected to one belt surface 11F side of both belt surfaces 1F and the other It is characterized by being alternately bent or curved and fixed to the band surface 12F side.

このようなものであれば、地中への埋設部を埋設させるための掘削や埋め戻し作業を行わずに、より簡易に導水帯を設置することができる。また交互に屈曲又は湾曲固定された2つ以上の接地片2によって帯部1を立設することで、両帯面1F側から帯部1を安定して支えることができる。これによって十分な耐候性を確保し、導水機能を発揮し続けることができる。   If it is such, a water conveyance zone can be installed more simply, without performing excavation and backfilling work for burying a buried part in the ground. In addition, the band 1 can be stably supported from the both band surfaces 1F side by standing the band 1 with two or more grounding pieces 2 that are alternately bent or curved and fixed. As a result, sufficient weather resistance can be ensured and the water guiding function can continue to be exhibited.

(2)複数の接地片2は、帯部1の下辺から延伸した弾性曲板によって固定されるものであることが好ましい。   (2) It is preferable that the plurality of grounding pieces 2 are fixed by an elastic curved plate extending from the lower side of the band portion 1.

このようなものであれば、弾性曲板の延伸によって接地片2が帯部1に対してより強固に固定される。また弾性曲板の弾性変形によって曲率が変わるため、帯部1が変形の自由度と耐久性に優れたものとなり得る。さらに弾性曲板は両帯面1Fそれぞれへ交互に屈曲または湾曲して接地片2を固定するため、帯部1が外力によっていずれかの帯面1F側に変形したとき、両帯面1F側から略均等に弾性反力を受けることとなる。このため、設置状態の帯部1の弾性復帰力が両帯面1Fでつりあった状態となり、形状安定性に優れたものとなる。   If it is such, the earthing | grounding piece 2 will be fixed more firmly with respect to the belt | band | zone part 1 by extending | stretching of an elastic curved board. Further, since the curvature changes due to the elastic deformation of the elastic curved plate, the band portion 1 can be excellent in the degree of freedom of deformation and durability. Further, since the elastic curved plate is alternately bent or curved to both the belt surfaces 1F to fix the grounding piece 2, when the belt portion 1 is deformed to one of the belt surfaces 1F side by an external force, from both the belt surfaces 1F side. The elastic reaction force is received almost evenly. For this reason, the elastic restoring force of the belt part 1 in the installed state is in a state where it is suspended on both belt surfaces 1F, and the shape stability is excellent.

(3)複数の接地片2は、帯部1と一体的に形成された下方弾性板に下方からの複数の切込み2Cを形成することで、帯部1の下辺に沿って互いに隣接固定されることが好ましい。   (3) The plurality of grounding pieces 2 are fixed adjacent to each other along the lower side of the band 1 by forming a plurality of cuts 2C from below in the lower elastic plate formed integrally with the band 1. It is preferable.

このようなものであれば、帯部1と下方弾性板とが上下一体となった大判の横長矩形弾性板に複数の切込み2Cを形成することで、複数の接地片2を、帯部1と一体的なものとして容易に連続形成することができる。また同一材料の大判の横長矩形弾性板から導水帯が一体的に構成されることとなるため、耐久性に優れたものとなる。   If it is such, by forming a plurality of cuts 2C in a large horizontally long rectangular elastic plate in which the band portion 1 and the lower elastic plate are vertically integrated, a plurality of grounding pieces 2 and the band portion 1 are formed. It can be easily and continuously formed as an integral unit. In addition, since the water guide belt is integrally formed from a large horizontally long rectangular elastic plate made of the same material, the durability is excellent.

(4)上記いずれか記載の固定手段は、それぞれの接地片2に設けた固定孔31と、固定孔31に挿通して設置面に杭打ちされ得る固定杭32とからなるものであり、前記固定杭32は、杭頭32H及び埋設部32Aを繋ぐ弾性体からなる首部32Nを有すると共に、この首部32Nが接地片2の弾性反力によって弾性変形して杭打ち固定され得ることが好ましい。   (4) The fixing means according to any one of the above includes a fixing hole 31 provided in each grounding piece 2 and a fixing pile 32 that can be inserted into the fixing hole 31 and piled on the installation surface. The fixed pile 32 preferably has a neck portion 32N made of an elastic body that connects the pile head 32H and the embedded portion 32A, and the neck portion 32N can be elastically deformed by the elastic reaction force of the grounding piece 2 and fixed by pile driving.

このようなものは、例えば図6のように杭穴が垂直に形成され、固定杭32の杭頭32Hが杭穴よりも外側に位置して固定された状態で設置される。このとき固定杭32の弾性反力が、断面視内側である帯部1の帯厚方向中央側へ向かって接地片2に常に加わる(図6の杭頭32H付近の二点鎖線矢印参照)。両帯面1F側からこのような外力が加わり続け、弾性反力がつりあった状態で帯部1が設置状態となるため、設置状態の形状安定性に優れたものとなる。   For example, as shown in FIG. 6, the pile hole is vertically formed, and the pile head 32H of the fixed pile 32 is installed outside the pile hole and fixed. At this time, the elastic reaction force of the fixed pile 32 is always applied to the grounding piece 2 toward the center side in the thickness direction of the band portion 1 which is the inner side in the sectional view (see the two-dot chain line arrow in the vicinity of the pile head 32H in FIG. 6). Since such an external force continues to be applied from both belt surfaces 1F side and the elastic reaction force is suspended, the belt portion 1 is in the installed state, so that the shape stability in the installed state is excellent.

(5)また、上記記載の自立式導水帯の設置方法として、固定杭32を杭打ちするための杭穴を帯部1設置予定線の両側へ交互に形成する杭穴形成工程と、接地片2を交互に折り曲げ、杭穴形成工程で形成した杭穴に固定孔31を合わせて請求項4記載の自立式導水帯を設置する設置工程と、設置工程で設置した接地片2の固定孔31に固定杭32を杭打ちして接地片2を固定する固定工程とからなる設置方法とすることができる。
前記設置工程においては、帯部1と略等長さの面固定板41を帯部1に沿って面固定する面固定ステップと、この面固定板41の上部にて板の両面側へ交互に固着された架設腕42を接地片2に仮架設して接地片2を交互に折り曲げる接地片2折り曲げステップと、面固定板41を帯部1設置予定線に沿わせて所定位置に設置する設置ステップとを有することを特徴とすることができる。
(5) Moreover, as an installation method of the above-mentioned self-supporting water conveyance zone, a pile hole forming step for alternately forming pile holes for staking the fixed pile 32 on both sides of the band 1 installation planned line, and a grounding piece 2 is alternately bent, and the fixing hole 31 is aligned with the pile hole formed in the pile hole forming step, and the fixing hole 31 of the grounding piece 2 installed in the installation step is installed. It can be set as the installation method which consists of the fixing process which piles up the fixed pile 32 and fixes the grounding piece 2.
In the installation step, a surface fixing step of fixing the surface fixing plate 41 of approximately the same length as the belt portion 1 along the belt portion 1 and alternately on both sides of the plate at the upper portion of the surface fixing plate 41 A grounding piece 2 bending step for temporarily laying the fixed construction arm 42 on the grounding piece 2 and alternately bending the grounding pieces 2, and an installation in which the surface fixing plate 41 is installed at a predetermined position along the belt 1 installation planned line And a step.

(6)また、上記設置方法の杭穴形成工程において、所定の杭穴位置に第一杭穴H1を仮穿穴する第一穿穴ステップと、第一杭穴H1の穴内に水又は水性定着液Lを注入する液注入ステップと、液体注入した第一杭穴H1の穴側面及び穴底面からなる穴内面を擦動しながら穿穴して第二杭穴を形成する第二穿穴ステップとを有するものとすることが好ましい。液注入ステップとその後の第二穿穴ステップによって、杭穴が崩れにくい強固なものとして形成される。これにより設置方法全体の時間を短縮でき、かつ強固に設置しうる。   (6) Further, in the pile hole forming step of the above installation method, a first drilling step of provisionally drilling the first pile hole H1 at a predetermined pile hole position, and water or aqueous fixing in the hole of the first pile hole H1 A liquid injection step of injecting the liquid L, and a second drilling step of forming a second pile hole by drilling while sliding the hole inner surface consisting of the hole side surface and the hole bottom surface of the liquid injected first pile hole H1; It is preferable to have. By the liquid injection step and the subsequent second drilling step, the pile hole is formed as a strong material that is difficult to collapse. Thereby, the time of the whole installation method can be shortened and it can install firmly.

本発明では、上記手段を講じることによって、簡易に設置できて導水機能を発揮し得る自立式導水帯をより安価なものとして提供しうる。   In the present invention, by taking the above-mentioned means, it is possible to provide a self-supporting water conveyance zone that can be easily installed and can exhibit a water conveyance function as a cheaper one.

本発明の実施の形態について図面を参照して詳細に説明する。本発明の実施例1の自立式導水帯について、図1ないし図4は固定杭32を含まない設置状態における一部分概観斜視図、平面図、底面図、右側面図を示す。図5は展開状態における図4と比較可能な右側面図である。図6及び図7は固定杭32を含んだ設置状態における正面視断面図、斜視使用状態例図である。   Embodiments of the present invention will be described in detail with reference to the drawings. 1 to 4 show a partial overview perspective view, a plan view, a bottom view, and a right side view of the self-supporting water conveyance belt according to the first embodiment of the present invention in an installation state in which the fixed pile 32 is not included. FIG. 5 is a right side view that can be compared with FIG. 4 in the unfolded state. 6 and 7 are a front view sectional view and a perspective use state example diagram in the installed state including the fixed pile 32. FIG.

図8は実施例1の自立式導水帯の設置工程後且つ固定工程前の状態を示す斜視説明図であり、図9は設置工程のうちの接地片2折り曲げステップを示す正面視説明図である。また図10は杭穴形成工程を示す断面説明図である。そして図11は、実施例1とは別の実施例の固定杭32を示す正面視説明図である。   FIG. 8 is a perspective explanatory view showing a state after the installation process and before the fixing process of the self-supporting water conveyance belt of Example 1, and FIG. 9 is a front view explanatory view showing a grounding piece 2 bending step in the installation process. . FIG. 10 is a cross-sectional explanatory view showing a pile hole forming step. And FIG. 11 is front view explanatory drawing which shows the fixed pile 32 of an Example different from Example 1. FIG.

<自立式導水帯の基本構成(図1)>
本発明の自立式導水帯は、横幅方向に長い横長帯部1が複数の固定された接地片2によって立設固定されてなる。その基本構成として、
・設置面に立設され、堰となって設置面上に流れる水を誘導する弾性板からなる帯部1と、
・帯部1の下方にて両帯面1Fのうちいずれかの帯面1Fの側へ交互に屈曲又は湾曲可能に固定され、略直角に屈曲又は湾曲した状態で設置面に接地しうる複数の接地片2と、
・設置面に接地した接地片2を設置面に固定する固定手段とを具備してなる。以下、各構成について詳述する。
<Basic configuration of self-supporting water conveyance zone (Fig. 1)>
The self-supporting water conveyance belt of the present invention is formed by standing and fixing a horizontally long belt portion 1 that is long in the width direction by a plurality of fixed grounding pieces 2. As its basic configuration,
A belt portion 1 made of an elastic plate standing on the installation surface and serving as a weir to guide water flowing on the installation surface;
A plurality of belt surfaces 1F that are alternately fixed to bendable or bendable on either side of the belt surface 1F below the belt portion 1 and that can be grounded to the installation surface in a state of being bent or curved substantially at right angles. A grounding piece 2;
A fixing means for fixing the grounding piece 2 grounded to the installation surface to the installation surface is provided. Hereinafter, each configuration will be described in detail.

<帯部1>
帯部1は、設置面に立設される弾性体の帯状の板体である。接地面を斜めに横断しうるだけの幅方向長さと、設置面を流れる水に対して堰となりうる高さの横長矩形面を、帯面1Fとして有する。この幅方向に長く伸びた帯面1Fが立設し、路面などを横断するように設置される。設置面上を流れる水に帯面1Fが当たることで帯部1が堰の役割を果たし、路面水などの流水を誘導するものである(以上図7)。
<Strip 1>
The band part 1 is an elastic band-shaped plate body standing on the installation surface. The belt surface 1F has a widthwise length that can cross the ground surface diagonally and a horizontally long rectangular surface that can be a weir with respect to the water flowing through the installation surface. The belt surface 1F extending long in the width direction is erected and installed so as to cross the road surface. When the belt surface 1F hits the water flowing on the installation surface, the belt portion 1 plays the role of a weir and induces flowing water such as road surface water (FIG. 7 above).

帯部1は合成ゴム等の弾性体からなることで、走行車等が設置面の路面等を走行するときの外力によって障害とならないように弾性変形し、かつ走行後には弾性復帰によって元の帯状の形状へ自動的に戻るものとしている。木綿繊維をはじめとする短繊維或いは長繊維をランダムに混入したものが、耐久性に優れるため好ましい。また金属塊を含まないものが、変形の自由度の面から好ましい。組成の異なる或いは延伸方向の異なる複数層が厚さ方向に重ねあって接着或いは溶着して一体化したものでも良い(図示せず)。   The belt part 1 is made of an elastic body such as synthetic rubber, so that it is elastically deformed so that it does not become an obstacle due to an external force when the traveling vehicle travels on the road surface of the installation surface, etc. It automatically returns to the shape of A fiber in which short fibers such as cotton fibers or long fibers are mixed at random is preferable because of excellent durability. Moreover, the thing which does not contain a metal lump is preferable from the surface of the freedom degree of a deformation | transformation. A plurality of layers having different compositions or different stretching directions may be laminated in the thickness direction and integrated by bonding or welding (not shown).

実施例では図5に示す展開図のように、帯部1とその下辺に沿う下方弾性板とが一体となった合成ゴム製の大判の横長矩形弾性板で構成される。この大判の横長矩形板としては、例えば運搬用のベルトとして用いられていた廃ベルト等の廃材をそのまま再使用することもできる。   In the embodiment, as shown in a development view shown in FIG. 5, the band portion 1 and a lower elastic plate along the lower side thereof are integrated with a large, horizontally long rectangular elastic plate made of synthetic rubber. As this large-sized horizontally long rectangular plate, for example, a waste material such as a waste belt used as a belt for transportation can be reused as it is.

<接地片2>
幅方向に長い帯部1の下辺に沿って、それぞれ設置面に接地しうる接地片2が、複数個形成される。複数の接地片2のうち少なくともいずれか2つ以上の接地片2は、帯部1の帯面1Fに対していずれかの方向に交互に屈曲又は弯曲して接地する。実施例における複数の接地片2の全ては、帯部1の下辺から延伸した弾性曲板によって固定され、全ての接地片2が両帯面1Fそれぞれの側へ交互に弯曲してなる(図1〜図4)。
<Grounding piece 2>
A plurality of grounding pieces 2 that can be grounded to the installation surface are formed along the lower side of the strip 1 that is long in the width direction. At least any two or more of the grounding pieces 2 are grounded by alternately bending or bending in any direction with respect to the band surface 1F of the band part 1. All of the plurality of grounding pieces 2 in the embodiment are fixed by an elastic curved plate extending from the lower side of the belt portion 1, and all the grounding pieces 2 are alternately bent to the respective sides of both belt surfaces 1F (FIG. 1). To FIG. 4).

この他、隣り合って構成される複数の接地片2からなる接地片2群が少なくとも3グループ以上の複数グループだけ形成され、この複数グループの接地片2群のうち隣り合う接地片2群が互いに交互に屈曲又は弯曲してなるものとしても良い(図示せず)。   In addition, two groups of grounding pieces 2 including a plurality of grounding pieces 2 that are adjacent to each other are formed as a plurality of groups of at least three groups, and two groups of grounding pieces 2 of the plurality of groups are adjacent to each other. It may be formed by bending or bending alternately (not shown).

(片幅、片長、片厚)
各接地片2は、幅方向に長い帯部1を分割した片幅と、この片幅と略同一かそれよりも長い片長(展開状態における縦方向長さ)を有する。接地片2の片厚は帯部1の板厚さと略同等かそれよりも短いことが好ましい。
(Single width, single length, single thickness)
Each grounding piece 2 has a single width obtained by dividing the long strip 1 in the width direction, and a single length (longitudinal length in the unfolded state) substantially equal to or longer than the single width. It is preferable that the thickness of the grounding piece 2 is substantially equal to or shorter than the thickness of the strip 1.

また、図6の設置状態において、前記弾性板が帯部1の両帯面1Fのうちいずれかの側へ交互に屈曲又は湾曲され、その屈曲又は湾曲した弾性板の下面側が設置面に接地することで帯部1を立設支持するものとなる。実施例の各接地片2は、大判の横長矩形弾性板の分離した下部分(図5)からなり、接地状態において、弾性体の固定部によって略直角に弯曲する(図4、図6)。このため、屈曲又は弯曲した設置状態における略側方向長さは、各接地片2の片幅よりも短くなる(図2)。   Further, in the installation state of FIG. 6, the elastic plate is alternately bent or curved to either side of the two band surfaces 1F of the band portion 1, and the lower surface side of the bent or curved elastic plate is grounded to the installation surface. Thus, the belt portion 1 is supported upright. Each grounding piece 2 of the embodiment is composed of a separated lower part (FIG. 5) of a large oblong rectangular elastic plate, and bends at a substantially right angle by a fixing part of the elastic body in the grounding state (FIGS. 4 and 6). For this reason, the substantially lateral length in the bent or bent installation state becomes shorter than the width of each grounding piece 2 (FIG. 2).

(屈曲又は弯曲による設置状態の弾性反力について)
実施例のように、全体が弾性体からなる接地片2が帯部1の下辺から連続的に延伸する(図5)とともに、この延伸した接地片2が、弾性体の固定部によって両帯面1F側へ交互に屈曲又は弯曲されることで、立設した帯部1には屈曲又は弯曲方向とは反対側の弾性反力(図6の上部中央の矢印)がかかることとなる。ここでいう屈曲又は弯曲方向とは反対側の弾性反力とは、接地状態で屈曲又は弯曲した接地片2が展開状態のように帯面1Fと同一の片面を向こうとする弾性復帰力に基づくものである。このとき接地片2は設置面に接地している(図6)ため、弾性復帰力は、図6の上部に示すように、帯部1を倒そうとする方向へかかる。交互に屈曲又は湾曲した接地片2によって、帯部1を倒そうとする方向が各帯面1Fへ交互にかかる。このようにして帯部1には両帯面1Fからの弾性反力がつりあったままかかり、安定した立設固定状態となる。
(About the elastic reaction force in the installed state by bending or bending)
As in the embodiment, the grounding piece 2 made entirely of an elastic body continuously extends from the lower side of the band portion 1 (FIG. 5), and the extended grounding piece 2 is formed on both belt surfaces by the fixing portion of the elastic body. By alternately bending or bending to the 1F side, an elastic reaction force (an arrow at the upper center in FIG. 6) on the side opposite to the bending or bending direction is applied to the standing band 1. Here, the elastic reaction force opposite to the bending or bending direction is based on an elastic restoring force in which the grounding piece 2 bent or bent in the grounded state faces the same surface as the band surface 1F as in the unfolded state. Is. At this time, since the grounding piece 2 is in contact with the installation surface (FIG. 6), the elastic restoring force is applied in a direction in which the belt portion 1 is to be tilted as shown in the upper part of FIG. By the grounding pieces 2 that are alternately bent or curved, directions in which the belt portions 1 are to be tilted are alternately applied to the belt surfaces 1F. In this way, the elastic reaction force from both belt surfaces 1F is applied to the belt portion 1 in a suspended state, and a stable standing and fixed state is obtained.

(展開状態における接地片2の連続形成(図5))
実施例の複数の接地片2は、大判の横長矩形弾性板のうち、帯部1下辺に沿う下方弾性板に等間隔或いは任意間隔毎に設けた切込み2Cによって形成される(図5)。切込み2Cは、下辺の複数箇所からそれぞれ縦方向に等間隔毎(図5)或いは任意間隔毎に設けられる。この切込み2Cによって、大判の横長矩形弾性板の下部分が互いに分離し、複数の弾性板からなる接地片2が、帯部1の下辺に沿って互いに隣接した状態で連続形成される。各接地片2は、図5の展開状態において帯部1の下辺の固定位置から下方へ延伸した縦長の弾性板が互いに接して設けられる。この展開状態における大判の横長矩形弾性板は、上方が帯部1で構成され、この帯部1の可変に沿った下方が複数の接地片2群からなる下方弾性板で構成される。なお他の形態として、隣り合う接地片2同士は任意の間隔を開けて設けられるものとしても良い。
(Continuous formation of the grounding piece 2 in the unfolded state (FIG. 5))
The plurality of grounding pieces 2 of the embodiment are formed by cuts 2C provided at equal intervals or at arbitrary intervals on a lower elastic plate along the lower side of the belt portion 1 among large-sized horizontally long rectangular elastic plates (FIG. 5). The cuts 2C are provided at equal intervals (FIG. 5) or at arbitrary intervals in the vertical direction from a plurality of locations on the lower side. By the cuts 2C, the lower portions of the large horizontally long rectangular elastic plates are separated from each other, and the grounding pieces 2 made of a plurality of elastic plates are continuously formed along the lower side of the belt portion 1 in a state adjacent to each other. Each grounding piece 2 is provided with vertically long elastic plates in contact with each other in the unfolded state in FIG. The large horizontally long rectangular elastic plate in this unfolded state is composed of a belt portion 1 at the top, and a bottom elastic plate composed of a plurality of groups of grounding pieces 2 along the variable portion of the belt portion 1. As another form, the adjacent grounding pieces 2 may be provided with an arbitrary interval.

<固定手段>
固定手段は例えば、それぞれの接地片2に設けた固定孔31と、固定孔31に挿通して設置面に杭打ちされ得る固定杭32とからなる(図6)。固定孔31は各接地片2を貫通する丸孔であり、片幅の中央かつ片長のうち先端から三分の一ないし二分の一の範囲内に設けられる(図5、図6)。
<Fixing means>
The fixing means includes, for example, a fixing hole 31 provided in each grounding piece 2 and a fixing pile 32 that can be passed through the fixing hole 31 and piled on the installation surface (FIG. 6). The fixing hole 31 is a round hole penetrating each grounding piece 2, and is provided within a range of one third to one half from the tip of the center of the half width and the length of the half piece (FIGS. 5 and 6).

(固定杭32)
固定杭32は、杭頭32H及び埋設部32Aを繋ぐ弾性体からなる首部32Nを有すると共に、この首部32Nが接地片2の弾性反力によって弾性変形して杭打ち固定される(図6、図10、図11)。このうち埋設部32Aは首部32Nよりも太い基端部から、首部32Nよりも細い先端部に向けて縮径する錐体からなる。特に、この錐体の先端部分は、基端部分側よりも縮径率が大きくなった短円錐形状となっている(図6)。他の実施形態として、図11に示すように首部32Nよりも太い基端部を二つ有し、基端側の錐体と先端側の錐体とが固定された、2段(或いは複数段)の段付き錐体としてもよい。
(Fixed pile 32)
The fixed pile 32 has a neck portion 32N made of an elastic body that connects the pile head 32H and the buried portion 32A, and the neck portion 32N is elastically deformed by the elastic reaction force of the grounding piece 2 and fixed in pile driving (FIG. 6, FIG. 10, FIG. 11). Of these, the embedded portion 32A is formed of a cone whose diameter is reduced from a base end portion thicker than the neck portion 32N toward a tip end portion thinner than the neck portion 32N. In particular, the tip portion of this cone has a short cone shape with a larger diameter reduction rate than the base end portion side (FIG. 6). As another embodiment, as shown in FIG. 11, there are two stages (or a plurality of stages) having two base ends thicker than the neck 32N and fixing the base end cone and the tip end cone. ) Stepped cones.

<自立式導水帯の設置方法>
本発明の自立式導水帯は、両帯面1F側に交互に折り曲げた接地片2を設置面に固定することで、帯部1を立ち上がり部分として設置面に対して自立固定させて設置する。より具体的には、本発明の自立式導水帯の設置方法例として、固定杭32を杭打ちするための杭穴を帯部1設置予定線の両側へ交互に形成する杭穴形成工程(図10)と、接地片2を交互に折り曲げ(図9)、杭穴形成工程で形成した杭穴に固定孔31を合わせて自立式導水帯を設置する設置工程(図8)と、設置工程で設置した接地片2の固定孔31に固定杭32を杭打ちして接地片2を固定する固定工程(図6)とからなる設置方法とすることができる。
<Installation method of self-supporting water conveyance zone>
The self-supporting water guide belt of the present invention is installed by fixing the grounding pieces 2 bent alternately on both belt surfaces 1F side to the installation surface, so that the belt portion 1 is fixed to the installation surface as a rising portion. More specifically, as an example of the installation method of the self-supporting water conveyance belt according to the present invention, a pile hole forming step for alternately forming pile holes for driving the fixed pile 32 on both sides of the band 1 installation planned line (FIG. 10), the grounding pieces 2 are alternately bent (FIG. 9), the fixing hole 31 is aligned with the pile hole formed in the pile hole forming process, and the self-supporting water conveyance belt is installed (FIG. 8). It can be set as the installation method which consists of the fixing process (FIG. 6) which piles the fixed pile 32 in the fixing hole 31 of the installed grounding piece 2, and fixes the grounding piece 2. FIG.

杭穴形成工程(図10)において、所定の杭穴位置に穿穴ドリルDによって第一杭穴H1を穿穴する第一穿穴ステップ(図10(a))と、第一杭穴H1内に水又は水性定着液からなる定着液Lを注入する液注入ステップ(図10(b))と、定着液Lを注入した第一杭穴H1の内面を擦動しながら穿穴して、第一杭穴H1よりもおおきくかつ強固な第二杭穴H2を形成する第二穿穴ステップ(図10(c))とを有することが好ましい。このうち第二穿穴ステップ(図10(c))においては、穴壁に定着液Lを均等に行き渡らせ、第一杭穴H1の穴径を大きくするとともに穴壁を固めて強固な第二杭穴H2を形成している。定着液Lは水のほか、モルタルやコンクリート粉を水で溶いたもの、その他地盤定着液を用いることができる。   In the pile hole forming step (FIG. 10), a first drilling step (FIG. 10 (a)) for drilling the first pile hole H1 with a drill drill D at a predetermined pile hole position, and in the first pile hole H1 A liquid injection step (FIG. 10 (b)) for injecting a fixing liquid L made of water or an aqueous fixing liquid into the first pile hole H1 into which the fixing liquid L has been injected, It is preferable to have a second drilling step (FIG. 10C) that forms a second pile hole H2 that is larger and stronger than the one pile hole H1. Among these, in the second drilling step (FIG. 10 (c)), the fixing liquid L is evenly distributed over the hole wall, the diameter of the first pile hole H1 is increased, the hole wall is solidified, and the second A pile hole H2 is formed. As the fixing liquid L, water, mortar or concrete powder dissolved in water, or other ground fixing liquid can be used.

設置工程においては、帯部1と略等長さの面固定板41を帯部1に沿って面固定する面固定ステップと、この面固定板41の両側へ交互に固着された架設腕42を接地片2に仮架設して接地片2を交互に折り曲げる接地片2折り曲げステップ(図9)と、面固定板41を帯部1設置予定となる仮想線に沿わせて所定位置に設置する設置ステップ(図8)とを有する。   In the installation process, a surface fixing step of fixing the surface fixing plate 41 of approximately the same length as the belt portion 1 along the belt portion 1 and the erection arms 42 fixed alternately to both sides of the surface fixing plate 41 are provided. A grounding piece 2 bending step (FIG. 9) for temporarily constructing the grounding piece 2 and alternately bending the grounding pieces 2, and setting the surface fixing plate 41 at a predetermined position along the imaginary line where the band 1 is scheduled to be installed. Step (FIG. 8).

(設置治具4)
設置工程においては、帯部1と略等長さの面固定板41と、この面固定板41の両側へ交互に固着され、それぞれが各接地片2に仮架設しうる複数の架設腕42とからなる設置治具4(図8、図9)を使用することができる。
(Installation jig 4)
In the installation process, a surface fixing plate 41 of approximately the same length as the belt portion 1 and a plurality of installation arms 42 that are alternately fixed to both sides of the surface fixing plate 41 and can be temporarily installed on each grounding piece 2; The installation jig 4 (FIGS. 8 and 9) made of can be used.

面固定板41はプレス部41Pたる万力部材を有し、面固定板41に沿わせた帯部11を、プレス部41Pによって面固定板41とともに両側方からプレスして圧着して面固定する(図8、図9)。   The surface fixing plate 41 has a vise member as a pressing portion 41P, and the band portion 11 along the surface fixing plate 41 is pressed together with the surface fixing plate 41 from both sides by the pressing portion 41P to be fixed by pressing. (FIG. 8, FIG. 9).

架設腕42は先端にフック部42Bたる断面J型の弯曲板を有し、帯部11を面固定した面固定板41の上方から架設腕42を帯面1F側に展ばして、先端のフック部42Bを接地片2の先端に引っ掛けることで、架設腕42を面固定板41および接地片2間に架設する(図8、図9)。   The erection arm 42 has a J-shaped curved plate as a hook part 42B at the tip, and the erection arm 42 is spread toward the band surface 1F from the upper side of the surface fixing plate 41 with the band 11 fixed to the surface. By hooking the hook portion 42B to the tip of the grounding piece 2, the construction arm 42 is constructed between the surface fixing plate 41 and the grounding piece 2 (FIGS. 8 and 9).

<自立式導水帯の使用方法>
本発明の自立式導水帯は、たとえば図7に示すように勾配のついた未舗装の路面を設置面として、路面幅方向に対して角度をつけた、右又は左の一方肩下がりの状態で路面を横断するように設置して使用される。路面垂直横断方向に対する設置角度は、路面上に集まって流れる水が路面を洗堀せず、沈砂しないような角度であり、路面の勾配の大きさによって随時定められる。通常は路面垂直横断方向に対して20〜25°程度の角度である。図7の場合、未舗装路の一側方は岩からなる山側であり、他側方は崖からなる谷側であって、山側から谷川へ、かつ路に沿って下方へ勾配している。路に沿って轍を通って流れる路面水が、路面を横断する本発明の自立式導水帯によって遮られ、設置角度をつけた肩下がり側である谷側へ流下する。
<How to use the self-supporting water conveyance zone>
The self-supporting water conveyance zone of the present invention is, for example, as shown in FIG. 7, with a sloped unpaved road surface as an installation surface, with an angle with respect to the road surface width direction, in a state where one shoulder is lowered on the right or left side. It is installed and used so as to cross the road surface. The installation angle with respect to the vertical crossing direction of the road surface is an angle at which water that collects and flows on the road surface does not scour the surface of the road and does not sink, and is determined at any time according to the gradient of the road surface. Usually, the angle is about 20 to 25 ° with respect to the direction perpendicular to the road surface. In the case of FIG. 7, one side of the unpaved road is a mountain side made of rocks, and the other side is a valley side made of cliffs, and slopes downward from the mountain side to the valley river and along the road. Road surface water flowing through the ridge along the road is blocked by the self-supporting water conveyance zone of the present invention that crosses the road surface, and flows down to the valley side, which is a shoulder-down side with an installation angle.

以上に説明する本発明の自立式導水帯は、未舗装の林道などに設置して雨水を排水する雨水排水具として用いられるほか、グラウンドや構造物の壁面を設置面として設置されて、その他流下する路面水の水切り具として用いられる。その他上述した実施例に限定されるものではなく本発明の趣旨を逸脱しない範囲で種々の変形或いは組み合わせの変更或いは要素の抽出を行うことができる。   The self-supporting water basin of the present invention described above is installed on an unpaved forest road or the like and used as a rainwater drainage device for draining rainwater. Used as a draining tool for road surface water. In addition, the present invention is not limited to the above-described embodiments, and various modifications or combination changes or element extraction can be performed without departing from the spirit of the present invention.

本発明の実施例1の自立式導水帯の設置状態における一部分概観を示す斜視説明図である。It is a perspective explanatory view showing a partial outline in the installation state of the self-supporting water conveyance zone of Example 1 of the present invention. 設置状態における実施例1の自立式導水帯の平面図である。It is a top view of the self-supporting water conveyance belt of Example 1 in an installed state. 設置状態における実施例1の自立式導水帯の底面図である。It is a bottom view of the self-supporting water conveyance zone of Example 1 in an installed state. 設置状態における実施例1の自立式導水帯の側面図である。It is a side view of the self-supporting water conveyance zone of Example 1 in an installed state. 展開状態における実施例1の自立式導水帯の側面図である。It is a side view of the self-supporting water conveyance belt of Example 1 in a deployment state. 設置状態における実施例1の自立式導水帯の正面視断面図である。It is front view sectional drawing of the self-supporting water conveyance zone of Example 1 in an installation state. 実施例1の自立式導水帯を設置した使用状態例を示す斜視説明図である。It is an isometric view explanatory drawing which shows the example of use condition which installed the self-supporting water conveyance belt of Example 1. FIG. 実施例1の自立式導水帯の設置工程後の状態を示す斜視説明図である。It is a perspective explanatory view showing the state after the installation process of the self-supporting water conveyance belt of Example 1. 実施例1の自立式導水帯の接地片折り曲げステップを示す正面視説明図である。It is front view explanatory drawing which shows the grounding piece bending step of the self-supporting water conveyance belt of Example 1. FIG. 実施例1の自立式導水帯の杭穴形成工程を示す断面説明図である。It is sectional explanatory drawing which shows the pile hole formation process of the self-supporting water conveyance belt of Example 1. FIG. 他の実施例の固定杭を示す正面視説明図である。It is front view explanatory drawing which shows the fixed pile of another Example.

符号の説明Explanation of symbols

1 帯部
1F 帯面
11F 一の帯面
12F 他の帯面
2 接地片
2C 切込み
31 固定孔
32 固定杭
32A 埋設固定部
32H 杭頭部
32N 首部
4 設置治具
41 面固定板
41P プレス部
42 架設腕
42B フック部
D 穿穴ドリル
H1 第一杭穴
H2 第二杭穴
L 定着液
DESCRIPTION OF SYMBOLS 1 Band part 1F Band surface 11F One band surface 12F Other band surface 2 Grounding piece 2C Cut 31 Fixing hole 32 Fixed pile 32A Embedded fixing part 32H Pile head 32N Neck part 4 Installation jig 41 Surface fixing plate 41P Pressing part 42 Installation Arm 42B Hook part D Drill hole drill H1 First pile hole H2 Second pile hole L Fixer

Claims (6)

堰となって設置面上に流れる水を誘導する弾性板からなる帯部と、帯部の下方にて帯面に対し屈曲又は湾曲して設置面に接地しうる複数の接地片と、接地片を設置面に固定する固定手段とを具備してなり、複数の固定された接地片によって帯部が立設固定される自立式導水帯であって、少なくともいずれか2つ以上の接地片は、両帯面のうち一の帯面側及び他の帯面側へ交互に屈曲又は湾曲固定されてなることを特徴とする自立式導水帯。 A belt part made of an elastic plate that guides water flowing on the installation surface as a weir, a plurality of grounding pieces that can be bent or curved with respect to the belt surface below the belt part and grounded to the installation surface, and a grounding piece Is a self-supporting water conveyance belt in which the belt portion is erected and fixed by a plurality of fixed grounding pieces, and at least any two or more grounding pieces are: A self-supporting water conveyance belt characterized by being alternately bent or curved and fixed to one belt surface side and the other belt surface side of both belt surfaces. 複数の接地片は、帯部の下辺から延伸した弾性曲板によって固定される請求項1記載の自立式導水帯。 The self-supporting water guide belt according to claim 1, wherein the plurality of grounding pieces are fixed by an elastic curved plate extending from a lower side of the belt portion. 複数の接地片は、帯部と一体的に形成された下方弾性板に下方からの複数の切込みを形成することで、帯部の下辺に沿って互いに隣接固定される請求項1又は2記載の自立式導水帯。 The plurality of grounding pieces are fixed adjacent to each other along the lower side of the belt portion by forming a plurality of cuts from below in a lower elastic plate formed integrally with the belt portion. Free-standing water conveyance zone. 固定手段は、それぞれの接地片に設けた固定孔と、固定孔に挿通して設置面に杭打ちされ得る固定杭とからなるものであり、前記固定杭は、杭頭及び埋設固定部を繋ぐ弾性体からなる首部を有すると共に、この首部が接地片の弾性反力によって弾性変形して杭打ち固定され得る請求項2又は3記載の自立式導水帯。 The fixing means includes a fixing hole provided in each grounding piece and a fixing pile that can be piled on the installation surface through the fixing hole, and the fixing pile connects the pile head and the embedded fixing portion. The self-supporting water conveyance belt according to claim 2 or 3, wherein the self-supporting water guide belt has a neck portion made of an elastic body, and the neck portion can be elastically deformed and fixed by pile driving by an elastic reaction force of a grounding piece. 固定杭を杭打ちするための杭孔を帯部設置予定線の両側へ交互に形成する杭孔形成工程と、接地片を交互に折り曲げ、杭孔形成工程で形成した杭孔に固定孔を合わせて請求項4記載の自立式導水帯を設置する設置工程と、設置工程で設置した接地片の固定孔に固定杭を杭打ちして接地片を固定する固定工程とからなる請求項4記載の自立式導水帯の設置方法であって、
前記設置工程において、帯部と略等長さの面固定板を帯部に沿って面固定する面固定ステップと、この面固定板の両面側へ交互に固着された架設腕を接地片に仮架設して接地片を交互に折り曲げる接地片折り曲げステップと、面固定板を帯部設置予定線に沿わせて所定位置に設置する設置ステップとを有することを特徴とする自立式導水帯の設置方法。
Pile holes for staking fixed piles are alternately formed on both sides of the belt installation line, and the ground holes are alternately bent, and the fixed holes are aligned with the pile holes formed in the pile hole formation process. The installation process of installing the self-supporting water conveyance zone according to claim 4 and the fixing process of fixing the grounding piece by driving the fixed pile into the fixing hole of the grounding piece installed in the installation process. A method for installing a self-supporting water conveyance zone,
In the installation step, a surface fixing step of fixing a surface fixing plate of approximately the same length as the belt portion along the belt portion, and the installation arms alternately fixed to both sides of the surface fixing plate are temporarily attached to the grounding piece. A method for installing a self-contained water conveyance belt, comprising: a grounding piece bending step for alternately bending the grounding piece by installation; and a setting step for installing the surface fixing plate at a predetermined position along the band installation planned line. .
杭孔形成工程において、所定の杭穴位置に第一杭穴を仮穿穴する第一穿穴ステップと、第一杭穴の穴内に水又は水性定着液を注入する液注入ステップと、液体注入した第一杭穴の穴内面を擦動しながら穿穴して第二杭穴を形成する第二穿穴ステップとを有する請求項5記載の自立式導水帯の設置方法。 In the pile hole forming process, a first drilling step for temporarily drilling a first pile hole at a predetermined pile hole position, a liquid injection step for injecting water or an aqueous fixing solution into the hole of the first pile hole, and a liquid injection The self-supporting water guide installation method according to claim 5, further comprising: a second drilling step of forming a second pile hole by rubbing while drilling the inner surface of the first pile hole.
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094612A (en) * 2017-11-17 2019-06-20 日立建機株式会社 Hydraulic excavation work machine

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JPH0322672A (en) * 1989-06-20 1991-01-31 Canon Inc Facsimile equipment
JPH03241101A (en) * 1990-02-16 1991-10-28 Kazuo Omae Surface water guidance device and method thereof
JPH0653679U (en) * 1992-12-18 1994-07-22 大阪営林局長 Road drainage zone
JPH1088644A (en) * 1996-09-11 1998-04-07 Kagoshima Pref Gov Roadsurface-erosion preventive rubber board

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Publication number Priority date Publication date Assignee Title
JPH0322672A (en) * 1989-06-20 1991-01-31 Canon Inc Facsimile equipment
JPH03241101A (en) * 1990-02-16 1991-10-28 Kazuo Omae Surface water guidance device and method thereof
JPH0653679U (en) * 1992-12-18 1994-07-22 大阪営林局長 Road drainage zone
JPH1088644A (en) * 1996-09-11 1998-04-07 Kagoshima Pref Gov Roadsurface-erosion preventive rubber board

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019094612A (en) * 2017-11-17 2019-06-20 日立建機株式会社 Hydraulic excavation work machine

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