JP5929653B2 - Water tap - Google Patents

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JP5929653B2
JP5929653B2 JP2012198975A JP2012198975A JP5929653B2 JP 5929653 B2 JP5929653 B2 JP 5929653B2 JP 2012198975 A JP2012198975 A JP 2012198975A JP 2012198975 A JP2012198975 A JP 2012198975A JP 5929653 B2 JP5929653 B2 JP 5929653B2
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water
filter
drainage
hole
plug
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JP2014051868A (en
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幸生 才村
幸生 才村
和孝 乙志
和孝 乙志
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Nippon Steel Corp
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Description

本発明は、地盤に設置される鋼材、コンクリート杭または壁体に形成された開口部に取り付けられる通水用栓に関する。   The present invention relates to a water faucet that is attached to an opening formed in a steel material, a concrete pile, or a wall body installed on the ground.

軟弱な砂層地盤など地震時に液状化の発生が懸念される地盤上に構造物を構築する場合、もしくは既存の構造物に液状化対策を施す場合には、従来から各種工法が開発されている。
例えば、地盤が液状化しないように地盤強度(密度)を増大させる締固め工法(サンドコンパクションパイル工法など)、薬液注入などによる地盤改良工法などが幅広く適用されている。
しかし、同工法では周辺地盤をかなり広い領域にわたって対策する必要があるため用地確保が必要なことや、確実に効果を発揮するためには構造物直下地盤を改良することが肝要である。既設構造物への適用を考えた場合、一旦構造物を撤去し、地盤を改良した後に再び構造物を設置するか、構造物周辺地盤から構造物直下地盤の改良を施す必要がある。しかし、施工スペースの制限や、低騒音・低振動施工が求められるなど適用の制限を受けることが考えられる。さらに、対策工法や地盤の改良範囲によっては多大な工期、工費が必要となり非合理的となることも考えられる。
Various methods have been developed in the past when constructing a structure on the ground where liquefaction may occur during an earthquake, such as a soft sand layer ground, or when taking measures against liquefaction on an existing structure.
For example, a compaction method (such as a sand compaction pile method) that increases the strength (density) of the ground so that the ground does not liquefy, a ground improvement method using chemical injection, and the like are widely applied.
However, in this method, it is necessary to take measures for the surrounding ground over a considerably wide area, so it is necessary to secure the site, and it is important to improve the structure foundation ground board in order to exhibit the effect reliably. When considering application to an existing structure, it is necessary to remove the structure once and improve the ground, and then install the structure again, or improve the structure base ground from the ground around the structure. However, it is conceivable that the application space is restricted, such as the construction space is limited and low noise and low vibration construction is required. Furthermore, depending on the countermeasure construction method and the range of ground improvement, it may be irrational because a large construction period and cost are required.

このような問題を解決するための技術として特許文献1に記載の発明が知られている。
特許文献1に記載の発明は、矢板本体に該矢板本体の長手方向に沿った排水路を形成する排水用部材を1条または複数条、該矢板本体の所定区間に設け、該排水用部材に多数の孔(開口部)を穿設し、軸方向に貫通孔を有し該貫通孔内にフィルターを設けてなる栓(通水用栓)を、前記排水用部材に穿設した前記各孔に設けたことを特徴とする。
このような発明では、排水用部材を取り付けた矢板を打設するようにしているため施工時間の短縮が可能であり、効果的かつ経済的である。
As a technique for solving such a problem, an invention described in Patent Document 1 is known.
In the invention described in Patent Document 1, one or more drainage members that form a drainage channel along the longitudinal direction of the sheet pile main body are provided in the sheet pile main body in a predetermined section of the sheet pile main body. A plurality of holes (openings), each having a through hole in the axial direction and having a filter provided in the through hole (water plug), are formed in the drainage member. It is characterized by being provided in.
In such an invention, since the sheet pile to which the member for drainage is attached is driven, the construction time can be shortened, which is effective and economical.

前記排水用部材の孔に設けられる通水用栓6は、図12に示すように、軸方向に貫通する貫通孔6dを有する栓本体6aと、前記貫通孔6dに設けられた通水性を有するフィルター7およびフィルター7の損傷防止用の通水性を有するフィルター防護部材8とを備えたものである。このような通水用栓6は、地盤に打設される矢板等の鋼材2の排水用部材3に形成された孔(開口部)5に設けられる。
なお、図12において、通水用栓6の左側が地盤側に向き、右側が排水用部材3の内側(排水路)に向いている。
As shown in FIG. 12, the water plug 6 provided in the hole of the drainage member has a plug body 6a having a through hole 6d penetrating in the axial direction and water permeability provided in the through hole 6d. The filter 7 and the filter protective member 8 having water permeability for preventing damage to the filter 7 are provided. Such a water plug 6 is provided in a hole (opening) 5 formed in the drainage member 3 of the steel material 2 such as a sheet pile placed on the ground.
In FIG. 12, the left side of the water passage plug 6 faces the ground side, and the right side faces the inner side (drainage channel) of the drainage member 3.

特開平04−289315号公報Japanese Patent Laid-Open No. 04-289315

ところで、前記のような通水用栓6が設けられた排水用部材3が固定された矢板等の鋼材を地盤に打設により設置する場合、地盤側からフィルター7にフィルター防護部材8を通して土水圧が作用し、これによって、当該フィルター7が排水用部材3の内側に膨らんで栓本体6aから剥がれたり、破損したりするおそれがあった。また、地盤の液状化時においても同様にしてフィルター7が栓本体6aから剥がれたり、破損したりするおそれがあった。   By the way, when installing steel materials, such as a sheet pile, to which the drainage member 3 provided with the water plug 6 as described above is fixed on the ground, the soil water pressure is passed through the filter protection member 8 from the ground side to the filter 7. As a result, the filter 7 may swell inside the drainage member 3 and may be peeled off or damaged from the plug body 6a. Similarly, when the ground is liquefied, the filter 7 may be peeled off or damaged from the plug body 6a.

本発明は、前記事情に鑑みてなされたものであり、フィルターの剥がれや破損を防止できる通水用栓を提供することを目的としている。   This invention is made | formed in view of the said situation, and it aims at providing the stopper for water flow which can prevent peeling and damage of a filter.

前記目的を達成するために、本発明の通水用栓は、地盤に設置される鋼材、コンクリート杭または壁体に形成された開口部に取り付けられる通水用栓であって、
軸方向に貫通する貫通孔を有する栓本体と、前記貫通孔に設けられた通水性を有するフィルターと備え、
前記貫通孔に前記フィルターを挟んで通水性を有するフィルター防護部材と通水性を有するフィルター補強部材とが設けられていることを特徴とする。
In order to achieve the above object, the water plug of the present invention is a water plug attached to an opening formed in a steel material, a concrete pile or a wall body installed on the ground,
A plug body having a through-hole penetrating in the axial direction, and a water-permeable filter provided in the through-hole,
A filter protective member having water permeability and a filter reinforcing member having water permeability are provided by sandwiching the filter in the through hole.

本発明においては、栓本体の貫通孔に、フィルターを挟んでフィルター防護部材とフィルター補強部材とが設けられているので、鋼材、コンクリート杭または壁体にを地盤に打設する際に、地盤側からフィルターにフィルター防護部材を通して土水圧が作用しても、フィルター補強部材によってフィルターの膨らみを抑制できる。したがって、フィルターが膨らんで栓本体から剥がれたり、破損したりするのを防止できる。また、地盤の液状化時においても同様にしてフィルターの剥がれや破損を防止できる。   In the present invention, the filter protective member and the filter reinforcing member are provided in the through hole of the plug body with the filter interposed therebetween. Therefore, when placing the steel material, the concrete pile or the wall body on the ground, Even if soil pressure acts on the filter through the filter protection member, the filter reinforcing member can suppress the swelling of the filter. Therefore, it can prevent that a filter swells and peels from a plug main body, or is damaged. Further, when the ground is liquefied, the filter can be prevented from peeling off or being damaged.

本発明の前記構成において、前記栓本体と前記フィルター防護部材とは一体的に形成され、
前記フィルター補強部材の外周部が前記栓本体の貫通孔の内周部に接合されていることが好ましい。
In the configuration of the present invention, the plug body and the filter protection member are integrally formed,
It is preferable that the outer periphery of the filter reinforcing member is joined to the inner periphery of the through hole of the plug body.

このような構成によれば、栓本体とフィルター防護部材とが一体的に形成されているので、フィルター防護部材を栓本体とともに同時に形成でき、その後、栓本体の貫通孔の内周部にフィルター補強部材の外周部を接合することによって、容易に、フィルターをフィルター防護部材とフィルター補強部材とによって挟んで設けることができる。   According to such a configuration, since the stopper body and the filter protection member are integrally formed, the filter protection member can be formed simultaneously with the stopper body, and then the filter reinforcement is formed on the inner peripheral portion of the through hole of the stopper body. By joining the outer peripheral portions of the members, the filter can be easily sandwiched between the filter protection member and the filter reinforcing member.

また、本発明の前記構成において、前記フィルター防護部材は複数の防護部材通水孔を有し、当該防護部材通水孔に水溶性物質が充填されていてもよい。
ここで、水溶性物質とは、所定時間経過後(例えば3週間以内)に水に溶ける物質のことであり、例えば、水溶性ポリマーのメチルセルロース、カルボキシメチルセルロースの水との混合物、塩化ナトリウム系、あるいはポリビニルアルコール系の物質等が挙げられる。このような水溶性物質を用いることにより、前記効果が発揮されるが、それ以外でも、水溶性物質として所定時間以内(すなわち、排水機能付鋼材1の地盤打設後、工事が竣工するまでの時間以内。場合により1〜6ケ月くらい以内でもよい)に地下水に溶けるものなら特に限定されない。
Moreover, the said structure of this invention WHEREIN: The said filter protection member may have a some protective member water passage hole, and the said protection member water passage hole may be filled with the water-soluble substance.
Here, the water-soluble substance is a substance that dissolves in water after a predetermined time (for example, within 3 weeks), for example, a water-soluble polymer methylcellulose, a mixture of carboxymethylcellulose with water, a sodium chloride system, or Examples thereof include polyvinyl alcohol-based substances. By using such a water-soluble substance, the above-mentioned effect is exhibited. However, other than that, the water-soluble substance can be used within a predetermined time (that is, after the grounding of the steel material with drainage function 1 until the construction is completed). It is not particularly limited as long as it dissolves in groundwater within a certain period of time (may be within 1 to 6 months in some cases).

このような構成によれば、フィルター防護部材の防護部材通水孔に、水溶性物質が充填されているので、フィルターの破損を防止できるとともに、排水機能付鋼材等の鋼材の地盤への打設時、フィルター防護部材の防護部材通水孔に粘性土等が付着すること、および防護部材通水孔に地盤の細粒分が固結することが避けられ、供用時フィルターとしての通水性が良好となる。   According to such a structure, since the water-soluble substance is filled in the protective member water passage hole of the filter protective member, it is possible to prevent the filter from being damaged and to place the steel material such as a steel material with a drainage function on the ground. At this time, it is possible to avoid sticky soil etc. from adhering to the protective member water passage hole of the filter protective member, and to prevent the fine particles of the ground from solidifying to the protective member water passage hole. It becomes.

また、本発明の上記構成において、前記フィルター補強部材は複数の補強部材通水孔を有し、
前記防護部材通水孔は、前記補強部材通水孔の少なくとも一部と前記栓本体の軸方向において重なっているのが好ましい。
Further, in the above configuration of the present invention, the filter reinforcing member has a plurality of reinforcing member water passage holes,
It is preferable that the protective member water hole overlaps at least a part of the reinforcing member water hole in the axial direction of the plug body.

このような構成によれば、防護部材通水孔を通った水は、フィルターを通ったうえで、フィルター補強部材の前面壁に当たることなく補強部材通水孔を通るので、水の通水性が良好である。   According to such a configuration, since the water passing through the protective member water passage passes through the filter and passes through the reinforcing member water passage hole without hitting the front wall of the filter reinforcing member, the water permeability is good. It is.

本発明によれば、栓本体の貫通孔にフィルターを挟んで通水性を有するフィルター防護部材と通水性を有するフィルター補強部材とが設けられているので、フィルターの剥がれや破損を防止できる。   According to the present invention, since the filter protective member having water permeability and the filter reinforcing member having water permeability are provided by sandwiching the filter in the through hole of the stopper main body, peeling or breakage of the filter can be prevented.

本発明の第1の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is sectional drawing which shows the stopper for water flow which concerns on the 1st Embodiment of this invention, and shows the state which attached the said stopper for water flow to the member for drainage. 同、(a)は側面図、(b)は正面図、(c)は背面図である。(A) is a side view, (b) is a front view, and (c) is a rear view. 本発明の第1の実施の形態に係る通水用栓の製造方法を説明するための工程図で、(a−1)および(a−2)は栓本体を成形した状態を示す要部の断面図、(b−1)および(b−2)は栓本体にフィルターを取り付けた状態を示す要部の断面図、(c−1)および(c−2)は栓本体にフィルターとフィルター補強部材を取り付けた状態を示す要部の断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is process drawing for demonstrating the manufacturing method of the water flow stopper which concerns on the 1st Embodiment of this invention, (a-1) and (a-2) are the principal parts which show the state which shape | molded the plug main body. Cross-sectional views, (b-1) and (b-2) are cross-sectional views of the main part showing a state in which a filter is attached to the plug body, and (c-1) and (c-2) are filters and filter reinforcements on the plug body. It is sectional drawing of the principal part which shows the state which attached the member. 第1の実施の形態に係る通水用栓を取り付けた排水機能付鋼材を示す斜視図である。It is a perspective view which shows the steel material with a drainage function which attached the stopper for water flow which concerns on 1st Embodiment. 第1の実施の形態に係る通水用栓を取り付けた排水機能付鋼材を示すもので、(a)は正面図、(b)は(a)におけるA−A線断面図、(c)は排水機能付鋼材を地盤に設置した状態を模式的に示す図である。The steel material with a drainage function which attached the tap for water flow which concerns on 1st Embodiment is shown, (a) is a front view, (b) is the sectional view on the AA line in (a), (c) is It is a figure which shows typically the state which installed the steel material with a drainage function in the ground. 本発明の第2の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。The water stop plug which concerns on the 2nd Embodiment of this invention is shown, It is sectional drawing which shows the state which attached the said water pass plug to the member for drainage. 同、(a)は側面図、(b)は正面図、(c)は背面図である。(A) is a side view, (b) is a front view, and (c) is a rear view. 本発明の第3の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。The water stop plug which concerns on the 3rd Embodiment of this invention is shown, It is sectional drawing which shows the state which attached the said water stop plug to the member for drainage. 本発明の第4の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。FIG. 7 is a cross-sectional view showing a water passage stopper according to a fourth embodiment of the present invention, in a state where the water passage stopper is attached to a drainage member. 本発明の第5の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。FIG. 10 is a cross-sectional view showing a water passage stopper according to a fifth embodiment of the present invention, in a state where the water passage stopper is attached to a drainage member. 第1〜第5の実施の形態に係る通水用栓が取り付けられた鋼矢板を示す斜視図である。It is a perspective view which shows the steel sheet pile to which the stopper for water flow which concerns on 1st-5th embodiment was attached. 従来の通水用栓の一例を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。It is sectional drawing which shows an example of the conventional water stopper, and shows the state which attached the said water stopper to the member for drainage.

以下、図面を参照して本発明の実施の形態について説明する。
(第1の実施の形態)
図1および図2は第1の実施の形態に係る通水用栓を示す。図1は通水用栓を鋼材に取り付けた状態を示す断面図、図2は通水用栓を示し、(a)は側面図、(b)は正面図、(c)は背面図である。
Embodiments of the present invention will be described below with reference to the drawings.
(First embodiment)
1 and 2 show a water passage plug according to the first embodiment. 1 is a cross-sectional view showing a state in which a water passage stopper is attached to a steel material, FIG. 2 shows a water passage stopper, (a) is a side view, (b) is a front view, and (c) is a rear view. .

通水用栓16は、地盤中に設置される後述する鋼材2の排水用部材3に形成された開口部5に取り付けられるものであって、栓本体6a、栓離脱防止部6b,6c、フィルター7、フィルター防護部材8等を備えている。
栓本体6aには、その軸方向(図1において左右方向)に貫通する貫通孔6dが形成されており、この貫通孔6dに前記フィルター防護部材8が設けられている。フィルター防護部材8は、フィルター7の損傷を防止するためのものであり、メッシュ状に配置された多数の防護部材通水孔8aを有しており、これによって通水性を有している。なお、このような防護部材通水孔8aは、縦横に格子状に配置された桟材8bによって形成された孔である。
The water plug 16 is attached to the opening 5 formed in the drainage member 3 of the steel material 2 to be described later installed in the ground, and includes a plug body 6a, plug detachment preventing parts 6b and 6c, a filter. 7. A filter protection member 8 is provided.
The plug body 6a is formed with a through-hole 6d penetrating in the axial direction (left-right direction in FIG. 1), and the filter protection member 8 is provided in the through-hole 6d. The filter protection member 8 is for preventing the filter 7 from being damaged, and has a large number of protection member water passage holes 8a arranged in a mesh shape, thereby having water permeability. In addition, such a protection member water flow hole 8a is a hole formed by the crosspiece 8b arrange | positioned at the grid form vertically and horizontally.

前記防護部材通水孔8aは四角形状に形成されているが、この防護部材通水孔8aの形状は四角形に限るものでなく、円形、多角形、またはその他の形状などに形成してもよい。また、フィルター防護部材8の各通水孔8aの大きさ、形状は等しくなっているが、異なる大きさ、形状としてもよい。また、フィルター7は、後述する排水機能付鋼材1の施工時に地盤との摩擦によって破損するおそれがあるためフィルター防護部材8を設けており、フィルター防護部材8の防護部材通水孔8aの大きさは対象とする地盤を構成する石や砂の大きさを考慮し適宜設定すればよい。例えば、一般的には、防護部材通水孔8aの大きさは、フィルター7のメッシュ間隙以上で、地盤特性を考慮して0.5〜50mm程度に設定することができる。ただし、防護部材通水孔8aに水溶性物質SBを充填する場合は、水溶性物質SBにも補完的にフィルター7を防護する機能を持たせることができるので、防護部材通水孔8aの大きさは0.5〜50mm程度の範囲より大きく設定することもできる。フィルター防護部材8の材料は、例えば、塩化ビニール、ポリエチレン、ナイロン、ポリプロピレンなどの合成樹脂、ゴムなどでよく、フィルター防護部材8の防護部材通水孔8aの大きさ、形状、桟材8bの厚さを調整することによって所要の強度を確保すればよい。
このようなフィルター防護部材8は、標準的には、栓本体6aと樹脂の射出成形によって一体的に形成されている。
Although the protection member water passage hole 8a is formed in a square shape, the shape of the protection member water passage hole 8a is not limited to a square shape, and may be formed in a circular shape, a polygonal shape, or other shapes. . Moreover, although the magnitude | size and shape of each water flow hole 8a of the filter protection member 8 are equal, it is good also as a different magnitude | size and shape. Further, the filter 7 is provided with a filter protection member 8 because it may be damaged by friction with the ground during construction of the steel material 1 with a drainage function, which will be described later. The size of the protection member water passage hole 8a of the filter protection member 8 is provided. May be set as appropriate in consideration of the size of stones and sand constituting the target ground. For example, in general, the size of the protective member water passage hole 8a is not less than the mesh gap of the filter 7 and can be set to about 0.5 to 50 mm in consideration of ground characteristics. However, when the water-soluble substance SB is filled in the protective member water passage hole 8a, the water-soluble substance SB can also have a function of complementarily protecting the filter 7, so that the size of the protective member water passage hole 8a is increased. The thickness can be set larger than the range of about 0.5 to 50 mm. The material of the filter protection member 8 may be, for example, synthetic resin such as vinyl chloride, polyethylene, nylon, polypropylene, or rubber, and the size and shape of the protection member water passage hole 8a of the filter protection member 8 and the thickness of the crosspiece 8b. The required strength may be ensured by adjusting the thickness.
Such a filter protection member 8 is typically formed integrally with the plug body 6a by resin injection molding.

前記フィルター7は、フィルター防護部材8を通過する土粒子が後述する排水用部材3内へ流入するのを防止するものであり、薄い経編布や不織布等によって形成されたものである。
また、フィルター7は、ステンレス製のフィルターを用いてもよく、合成繊維製のものや合成樹脂製のものを用いてもよい。発錆の懸念があるときは、後者のフィルターの方が好ましく、例えばナイロン製、ポリエチレンモノフィラメント製、ポリエステル製などの経編布や、ポリプロピレン製、ポリエステル繊維製などの不織布などを用いることができる。また、合成繊維どうし、あるいは合成繊維と合成樹脂を組み合わせたり、重ね合せたりして、フィルターとしてもよい。また、薄い合成繊維製フィルターを一重に設けてもよいし、このフィルターを二重に設けてもよい。
The filter 7 prevents soil particles passing through the filter protection member 8 from flowing into the drainage member 3 described later, and is formed of a thin warp knitted fabric or nonwoven fabric.
The filter 7 may be a stainless steel filter, or a synthetic fiber or a synthetic resin. When there is a concern about rusting, the latter filter is preferable. For example, a warp knitted fabric such as nylon, polyethylene monofilament, or polyester, or a nonwoven fabric such as polypropylene or polyester fiber can be used. Moreover, it is good also as a filter by combining or superposing synthetic fibers or synthetic fibers and synthetic resins. Moreover, a thin synthetic fiber filter may be provided in a single layer, or this filter may be provided in a double layer.

フィルター7としての経編布や不織布、またはステンレス製フィルターなどのメッシュまたは間隙は、液状化防止などの対象とする地盤(一般には砂地盤)の土の粒径分布を勘案して、土砂によるフィルターの目詰まりを起こさないように設定するのがよい。このメッシュまたは間隙は、液状化の可能性のある地盤で、土の粒径が特別大きく、比較的均一に分布している地盤では1〜3mm程度に大きく設定することも可能であるが、こうした地盤は少なく、液状化の可能性のある一般的な地盤では1〜3mm程度以下と小さく設定するのがよい。また、フィルター7は目詰まり防止のためには一般に薄い方が望ましい。
このためにも、通水用栓にはフィルター7を防護する部材が必要となる。
The mesh or gap of warp knitted fabric, non-woven fabric, or stainless steel filter as the filter 7 is a filter made of earth and sand in consideration of the particle size distribution of the soil (generally sand ground) to be liquefied. It is recommended to set so as not to cause clogging. This mesh or gap is a ground that has a possibility of liquefaction, and the soil particle size is particularly large. In the ground that is relatively evenly distributed, it can be set to be as large as 1 to 3 mm. In the general ground where there is little ground and there is a possibility of liquefaction, it is better to set it as small as about 1 to 3 mm or less. Further, it is generally desirable that the filter 7 is thin in order to prevent clogging.
For this reason, a member for protecting the filter 7 is required for the water passage stopper.

前記栓本体6aの貫通孔6dには、フィルター7を挟んで前記フィルター防護部材8と反対側に、通水性を有するフィルター補強部材10が設けられている。
フィルター補強部材10は、地盤側からフィルター7に土水圧が作用した際に、フィルター7が栓本体6aから剥がれたり、破損したりするのを防止するものであり、その厚さは標準的にはフィルター防護部材8と同じか薄く形成されているが、フィルター補強部材10の桟材10bの数が少ない場合などはフィルター防護部材8より厚く形成されてもよい。
A filter reinforcing member 10 having water permeability is provided in the through hole 6d of the plug body 6a on the side opposite to the filter protection member 8 with the filter 7 interposed therebetween.
The filter reinforcing member 10 prevents the filter 7 from being peeled off or damaged from the plug body 6a when earth water pressure is applied to the filter 7 from the ground side. Although it is formed to be the same as or thinner than the filter protection member 8, it may be formed thicker than the filter protection member 8 when the number of cross members 10 b of the filter reinforcing member 10 is small.

また、フィルター補強部材10は、メッシュ状に配置された多数の補強部材通水孔10aを有しており、これによって通水性を有している。なお、このような補強部材通水孔10aは、縦横に格子状に配置された桟材10bによって形成された孔である。
補強部材通水孔10aは四角形状に形成されているが、この補強部材通水孔10aの形状は四角形に限るものでなく、円形、多角形、またはその他の形状などに形成してもよい。また、補強部材通水孔10aの大きさ、形状、個数は前記防護部材通水孔8aの大きさ、形状、個数と等しくなっており、さらに補強部材通水孔10aが、防護部材通水孔8aと栓本体6aの軸方向において重なっている。つまり、多数の防護部材通水孔8aと多数の補強部材通水孔10aとは、栓本体6aの軸線視において一致して配置されている。
なお、このような防護部材通水孔8aと補強部材通水孔10aとは栓本体6aの軸線視において一致して配置されていなくても、防護部材通水孔8aが、補強部材通水孔10aの少なくとも一部と栓本体6aの軸方向において重なっていればよい。
Further, the filter reinforcing member 10 has a large number of reinforcing member water passage holes 10a arranged in a mesh shape, thereby having water permeability. In addition, such a reinforcement member water-passing hole 10a is a hole formed by the crosspiece 10b arrange | positioned at the grid | lattice form vertically and horizontally.
Although the reinforcing member water passage hole 10a is formed in a square shape, the shape of the reinforcing member water passage hole 10a is not limited to a square shape, and may be formed in a circular shape, a polygonal shape, or other shapes. The size, shape, and number of the reinforcing member water holes 10a are equal to the size, shape, and number of the protective member water holes 8a, and the reinforcing member water holes 10a further include the protective member water holes 10a. 8a and the plug body 6a overlap in the axial direction. In other words, the large number of protective member water holes 8a and the large number of reinforcing member water holes 10a are arranged to coincide with each other in the axial view of the plug body 6a.
Even if the protective member water hole 8a and the reinforcing member water hole 10a are not aligned with each other in the axial view of the plug body 6a, the protective member water hole 8a is provided as the reinforcing member water hole. What is necessary is just to have overlapped with at least one part of 10a in the axial direction of the plug main body 6a.

このようなフィルター補強部材10は、フィルター防護部材8と同様の材料によって、栓本体6aとは別体に射出成形によって形成されている。そして、別体に形成されたフィルター補強部材10は、栓本体6aの貫通孔6dに、フィルター防護部材8とによってフィルター7を挟んだ状態で設けられている。   Such a filter reinforcing member 10 is formed of the same material as that of the filter protection member 8 by injection molding separately from the plug body 6a. The filter reinforcing member 10 formed separately is provided in a state in which the filter 7 is sandwiched between the filter protective member 8 and the through hole 6d of the plug body 6a.

上記は、フィルター防護部材8が栓本体6aと一体的に形成された標準的な場合を示したが、必ずしもこれに限らずフィルター補強部材10が栓本体6aと一体的に形成されててもよい。この場合は、フィルター防護部材8が栓本体6aと別体に形成され、別体に形成されたフォルター防護部材8は、栓本体6aの貫通孔6dの地盤側に、フィルター補強部材8とによってフィルター7を挟んだ状態で設けられることになる。   The above shows a standard case in which the filter protection member 8 is formed integrally with the plug body 6a. However, the present invention is not limited to this, and the filter reinforcing member 10 may be formed integrally with the plug body 6a. . In this case, the filter protection member 8 is formed separately from the plug body 6a, and the filter protection member 8 formed separately is filtered by the filter reinforcing member 8 on the ground side of the through hole 6d of the plug body 6a. 7 is interposed.

ここで、フィルター防護部材8が一体的に形成された栓本体6aにフィルター7とフィルター補強部材10を取り付ける方法について図3(a−1)〜(c−1)を参照して説明する。
まず、図3(a−1)に示すように、フィルター防護部材8は、栓本体6aと一体的に射出成形によって形成されている。
また、栓本体6aの貫通孔6dの外周側には2つの段差部6e,6fが貫通孔6dの周方向に環状に形成されている。
Here, a method of attaching the filter 7 and the filter reinforcing member 10 to the plug body 6a in which the filter protection member 8 is integrally formed will be described with reference to FIGS. 3 (a-1) to 3 (c-1).
First, as shown in FIG. 3 (a-1), the filter protection member 8 is formed by injection molding integrally with the plug body 6a.
Further, two step portions 6e and 6f are formed annularly in the circumferential direction of the through hole 6d on the outer peripheral side of the through hole 6d of the plug body 6a.

次に、図3(b−1)に示すように、フィルター7を貫通孔6dに配置するとともに、当該フィルター7の外周部を前記段差部6eに当接したうえで、フィルター7の外周部を前記段差部6eに熱溶着する。これによって、フィルター7を、フィルター防護部材8に密接した状態で栓本体6aに取り付ける。   Next, as shown in FIG. 3 (b-1), the filter 7 is disposed in the through hole 6d, and the outer peripheral portion of the filter 7 is brought into contact with the stepped portion 6e. It heat-welds to the said level | step-difference part 6e. As a result, the filter 7 is attached to the plug body 6 a in close contact with the filter protection member 8.

次に、図3(c−1)に示すように、フィルター補強部材10を貫通孔6dに配置するとともに、当該フィルター補強部材10の外周部を前記段差部6fに当接したうえで、フィルター補強部材10の外周部を前記段差部6fに熱溶着する。これによって、フィルター補強部材10の外周部が貫通孔6dの内周部に接合される。
このようにして、フィルター7をフィルター補強部材10とフィルター防護部材8とで挟んだ状態とすることによって、フィルター補強部材10による補強効果を確実に発揮させることができる。
また、段差部6eによってフィルター7の位置決めを確実に行え、段差部6fによってフィルター補強部材10の位置決めを確実に行える。
なお、図3(c−1)では、フィルター7とフィルター補強部材10との間には若干の隙間があるが、溶着時、段差部6fを溶融させるなどしてフィルター補強部材10をフィルター7に密接させるのが好ましい。
Next, as shown in FIG. 3 (c-1), the filter reinforcing member 10 is disposed in the through hole 6 d and the filter reinforcing member 10 is in contact with the outer peripheral portion of the filter reinforcing member 10 in contact with the stepped portion 6 f. The outer peripheral part of the member 10 is thermally welded to the step part 6f. As a result, the outer peripheral portion of the filter reinforcing member 10 is joined to the inner peripheral portion of the through hole 6d.
In this way, by setting the filter 7 between the filter reinforcing member 10 and the filter protection member 8, the reinforcing effect of the filter reinforcing member 10 can be reliably exhibited.
Further, the filter 7 can be reliably positioned by the step portion 6e, and the filter reinforcing member 10 can be reliably positioned by the step portion 6f.
In FIG. 3C-1, there is a slight gap between the filter 7 and the filter reinforcing member 10, but at the time of welding, the stepped portion 6 f is melted and the filter reinforcing member 10 is attached to the filter 7. It is preferable to make it close.

さらに、フィルター防護部材8が一体的に形成された栓本体6aにフィルター7とフィルター補強部材10を取り付ける、他の方法について図3(a−2)〜(c−2)を参照して説明する。
この場合も、図3(a−2)に示すように、フィルター防護部材8が栓本体6aと一体的に射出成形によって形成されている。
また、栓本体6aには貫通孔6dの外周側には段差部がなく、貫通孔6dの周方向には、フィルター7とフィルター補強部材10を溶着させる面6gが環状に形成されている。
Furthermore, another method for attaching the filter 7 and the filter reinforcing member 10 to the plug body 6a in which the filter protection member 8 is integrally formed will be described with reference to FIGS. 3 (a-2) to (c-2). .
Also in this case, as shown in FIG. 3A-2, the filter protection member 8 is formed integrally with the plug body 6a by injection molding.
Further, the plug body 6a does not have a step portion on the outer peripheral side of the through hole 6d, and a surface 6g for welding the filter 7 and the filter reinforcing member 10 is formed in an annular shape in the circumferential direction of the through hole 6d.

次に、図3(b−2)に示すように、フィルター7を貫通孔6dに配置し、当該フィルター7の外周部を前記環状部6gに当接する。このとき、必ずしも当該フィルター7の外周部を前記環状部6gに熱溶着させる必要はない。むしろ、当該フィルター7の外周部は溶着させないで前記環状部6gに当接したままで次のステップに進む方が熱溶着の工程を省略することができ望ましい。   Next, as shown in FIG. 3B-2, the filter 7 is disposed in the through hole 6d, and the outer peripheral portion of the filter 7 is brought into contact with the annular portion 6g. At this time, it is not always necessary to thermally weld the outer peripheral portion of the filter 7 to the annular portion 6g. Rather, it is desirable to proceed to the next step while keeping the outer peripheral portion of the filter 7 in contact with the annular portion 6g without welding, so that the heat welding step can be omitted.

次に、図3(c−2)に示すように、フィルター補強部材10を貫通孔6dに配置するとともに、フィルター7を挟んで当該フィルター補強部材10の外周部を前記環状部6gに当接したうえで、フィルター補強部材10の外周部を前記環状部6gにフィルター7の外周部とともに熱溶着する。これによって、フィルター7とフィルター補強部材10の外周部が貫通孔6dの内周部に1回の熱溶着で接合される。
このようにして、フィルター7をフィルター補強部材10とフィルター防護部材8とで挟んだ状態とすることによって、フィルター補強部材10による補強効果を確実に発揮させることができる。
なお、図3(c−2)では、フィルター7は、フィルター防護部材8とフィルター補強部材10の両者に接触して配置されているので、フィルター7にどの方向から圧力がかかってもこれらの両者によって補強される。また、フィルター7とフィルター補強部材10は、1回の熱溶着によってそれらの外周が栓本体6aに固定されるので合理的に加工できる。
Next, as shown in FIG. 3C-2, the filter reinforcing member 10 is disposed in the through hole 6d, and the outer periphery of the filter reinforcing member 10 is brought into contact with the annular portion 6g with the filter 7 interposed therebetween. In addition, the outer peripheral portion of the filter reinforcing member 10 is thermally welded to the annular portion 6g together with the outer peripheral portion of the filter 7. Thereby, the outer peripheral part of the filter 7 and the filter reinforcing member 10 is joined to the inner peripheral part of the through hole 6d by one thermal welding.
In this way, by setting the filter 7 between the filter reinforcing member 10 and the filter protection member 8, the reinforcing effect of the filter reinforcing member 10 can be reliably exhibited.
In FIG. 3 (c-2), the filter 7 is disposed in contact with both the filter protection member 8 and the filter reinforcing member 10, so that both of them can be applied regardless of the direction of pressure applied to the filter 7. Reinforced by. Further, the filter 7 and the filter reinforcing member 10 can be rationally processed because their outer periphery is fixed to the plug body 6a by one heat welding.

前記栓離脱防止部6b,6cは、通水用栓16を取り付けた鋼材2を地盤に施工する際に、通水用栓16の鋼材2からの離脱を防止するものである。栓離脱防止部6bは、図1に示すように、通水用栓16を鋼材2に形成された開口部5に挿入する先端部側と反対側の端部(図1において左側の端部)に形成されている。また、栓離脱防止部6bの直径は開口部5の直径より大きくなっている。
また、図2(a)に示すように、栓離脱防止部6bは、栓本体6aの左端部に一体的に、円板状に形成されている。この円板状の栓離脱防止部6bの外周部には、斜めに傾斜する環状の傾斜面6gが形成されており、この傾斜面6gと円板状の栓離脱防止部6bの裏面とのなす角度をθとすると、θ≦60°に設定されている。
ここでθをこのように設定したのは、θが60°を超えると、鋼材2を地盤に施工(打設)する際に、栓離脱防止部6bが土砂の圧力によって捲れあがって鋼材2から外れ易くなるからである。また、θが小さい場合には、栓離脱防止部6bの外周先端部は薄くなり地盤との摩擦により破断しやすくなる。この場合は、先端部を面取りして破断を回避すればよい。
The plug detachment preventing portions 6b and 6c prevent the detachment of the water plug 16 from the steel material 2 when the steel material 2 to which the water plug 16 is attached is constructed on the ground. As shown in FIG. 1, the stopper detachment preventing portion 6 b has an end portion on the opposite side to the tip end side (the left end portion in FIG. 1) into which the water plug 16 is inserted into the opening 5 formed in the steel material 2. Is formed. The diameter of the stopper detachment preventing portion 6b is larger than the diameter of the opening 5.
Further, as shown in FIG. 2A, the stopper detachment preventing portion 6b is formed in a disc shape integrally with the left end portion of the stopper body 6a. An annular inclined surface 6g that is inclined obliquely is formed on the outer periphery of the disc-shaped stopper removal prevention portion 6b, and this inclined surface 6g and the back surface of the disk-like stopper removal prevention portion 6b are formed. When the angle is θ, θ ≦ 60 ° is set.
Here, θ is set in this way. When θ exceeds 60 °, when the steel material 2 is constructed (placed) on the ground, the plug detachment preventing portion 6b is swollen by the pressure of the earth and sand, so that the steel material 2 It is because it becomes easy to come off. When θ is small, the distal end portion of the outer periphery of the stopper detachment preventing portion 6b becomes thin and easily breaks due to friction with the ground. In this case, the tip may be chamfered to avoid breakage.

栓離脱防止部6cは、栓本体6aの右端部に一体的に、円板状に形成されており、その直径は開口部5の直径より大きくなっている。また、栓本体6aには、複数のスリット6sが栓本体6aの周方向に等間隔で例えば4つ形成されている。スリット6sの数は、栓本体6aの材質、強度、形状等により栓離脱防止部6cが適切に縮径できるなら4に限らず適当な数に設定する。さらに当該スリット6sは栓本体6aの軸方向中央部から栓離脱防止部6bにかけて形成されている。スリット6sの底部s1は円弧状に形成されており、対向する辺部s2,s2と滑らかに接続されている。
このようにスリット6sを形成することによって、栓離脱防止部6cは弾性的に縮径可能であり、縮径した状態では、栓離脱防止部6cの直径は開口部5の直径以下となっている。
また、スリット6sの底部s1と辺部s2,s2とが滑らかに接続されているので、栓離脱防止部6cを弾性的に縮径させ、さらに弾性復帰によって元に戻るような場合においては、底部s1の端部から亀裂等が生じることを防止できる。
以上、フィルター防護部材8が栓本体6aと一体的に形成される例を示したが、フィルター補強部材10が栓本体6aと一体的に形成され、後からフィルター7、フィルター防護部材8を栓本体6aにその外周を溶着させて取り付けることもできる。
The stopper detachment preventing portion 6 c is formed in a disc shape integrally with the right end portion of the stopper main body 6 a, and the diameter thereof is larger than the diameter of the opening 5. Further, for example, four slits 6s are formed in the stopper body 6a at equal intervals in the circumferential direction of the stopper body 6a. The number of slits 6s is not limited to 4 and is set to an appropriate number as long as the stopper detachment preventing portion 6c can be appropriately reduced in diameter by the material, strength, shape, and the like of the stopper body 6a. Further, the slit 6s is formed from the central portion in the axial direction of the plug body 6a to the plug detachment preventing portion 6b. The bottom portion s1 of the slit 6s is formed in an arc shape and is smoothly connected to the opposing side portions s2 and s2.
By forming the slit 6s in this way, the stopper detachment preventing portion 6c can be elastically reduced in diameter, and the diameter of the stopper detachment preventing portion 6c is equal to or smaller than the diameter of the opening 5 in the reduced diameter state. .
Further, since the bottom portion s1 and the side portions s2 and s2 of the slit 6s are smoothly connected, the bottom portion is required when the stopper detachment preventing portion 6c is elastically reduced in diameter and returned to its original state by elastic return. It is possible to prevent a crack or the like from occurring at the end of s1.
Although the example in which the filter protection member 8 is formed integrally with the plug body 6a has been described above, the filter reinforcing member 10 is formed integrally with the plug body 6a, and the filter 7 and the filter protection member 8 are later attached to the plug body. It is also possible to attach the outer periphery to 6a.

このような構成の通水用栓16を開口部5に取り付ける場合、栓離脱防止部6c側を開口部5に当てがい、栓離脱防止部6b側をハンマーなどで打撃または静的に圧入することにより、容易に取り付けることができる。栓離脱防止部6cの径は開口部5より大きいが、取り付け時は、開口部5の径まで弾性的に縮径され、この開口部5を栓離脱防止部6cが通過すると弾性復帰して拡径し、栓離脱防止部6cが開口部5の縁部に係止することによって、取り付けが完了する。   When the water faucet 16 having such a configuration is attached to the opening 5, the stopper detachment preventing portion 6c side is applied to the opening 5, and the stopper detachment preventing portion 6b side is hit or statically pressed with a hammer or the like. Can be easily attached. The diameter of the stopper detachment preventing portion 6c is larger than that of the opening 5. However, when attached, the diameter is elastically reduced to the diameter of the opening 5. When the stopper detachment preventing portion 6c passes through the opening 5, the stopper detachment preventing portion 6c is elastically restored and expanded. When the diameter is reduced and the stopper detachment preventing portion 6c is engaged with the edge of the opening 5, the attachment is completed.

前記通水用栓16は例えば以下のような排水機能付鋼材に取り付けられて使用される。
図4および図5は排水機能付鋼材を示すもので、図4は斜視図、図5(a)は正面図、図5(b)は図5(a)におけるA−A線断面図、図5(c)は排水機能付鋼材を地盤に設置した状態を模式的に示す図である。
For example, the water plug 16 is attached to a steel material with a drainage function as follows.
4 and 5 show a steel material with a drainage function. FIG. 4 is a perspective view, FIG. 5 (a) is a front view, FIG. 5 (b) is a cross-sectional view taken along line AA in FIG. 5 (c) is a diagram schematically showing a state in which the steel material with a drainage function is installed on the ground.

排水機能付鋼材1は、鋼矢板として使用されるもので、鋼材(矢板)2と、この鋼材2に当該鋼材2の長手方向に沿って所定区間に設けられた排水用部材3とを備えている。なお、図5(a)においては排水機能付鋼材1の長さを実際のものに比して短く図示している。
鋼材2はU形鋼矢板であり、ウェブ2aと、ウェブ2aの両側縁からそれぞれ互いに広がるように斜めに延出する一対のフランジ2bと、左右のフランジ2bの先端に設けられた継手2cとを備えている。
The steel material 1 with a drainage function is used as a steel sheet pile, and includes a steel material (sheet pile) 2 and a drainage member 3 provided on the steel material 2 in a predetermined section along the longitudinal direction of the steel material 2. Yes. In addition, in Fig.5 (a), the length of the steel material 1 with a drainage function is shown short compared with an actual thing.
The steel material 2 is a U-shaped steel sheet pile, and includes a web 2a, a pair of flanges 2b extending obliquely so as to spread from both side edges of the web 2a, and a joint 2c provided at the tips of the left and right flanges 2b. I have.

排水用部材3は溝形鋼で形成された横断面コ字形のものであり、そのフランジ3b,3bが排水用部材3のウェブ2aに溶接によって固定されている。これによって、排水用部材3と鋼材2との間に排水路4が排水用部材3の長手方向に沿って形成されている。
排水用部材3は、横断面コの字状に限ったものでなく、角形や円形のように閉断面形状のものでもよく、この場合は鋼材2の所定区間に少なくとも排水用部材3の一部が取り付けられていればよい。
なお、排水用部材3は、一般には、ウェブ2aの幅方向中央部に取り付けられる。
The drainage member 3 has a U-shaped cross section formed of channel steel, and its flanges 3b and 3b are fixed to the web 2a of the drainage member 3 by welding. Accordingly, a drainage channel 4 is formed between the drainage member 3 and the steel material 2 along the longitudinal direction of the drainage member 3.
The drainage member 3 is not limited to a U-shaped cross section, and may have a closed cross-sectional shape such as a square or a circle. In this case, at least a part of the drainage member 3 is disposed in a predetermined section of the steel material 2. Should just be attached.
In addition, generally the member 3 for drainage is attached to the width direction center part of the web 2a.

排水用部材3の横断面における隅角部3cは曲線状に形成してもよい。すなわち、図5(b)に示すように、隅角部3cは略円弧状の曲線状に形成してもよい。なお、隅角部3cは略円弧状に限ることなく、排水用部材3のウェブ3aとフランジ3bとを段差なく滑らかに接続するような曲線状に形成されていてもよい。なお、隅角部3cは曲線状に限ったものでなく角状でもよい。   You may form the corner part 3c in the cross section of the member 3 for drainage in the shape of a curve. That is, as shown in FIG. 5B, the corner 3c may be formed in a substantially arcuate curved shape. The corner 3c is not limited to a substantially arc shape, and may be formed in a curved shape that smoothly connects the web 3a and the flange 3b of the drainage member 3 without a step. The corner portion 3c is not limited to a curved shape, and may be a square shape.

排水用部材3のウェブ3aには、水を流通可能とする多数の開口部5が設けられている。この開口部5は円形状のものであり、当該開口部5に、図1および図2に示す前記通水用栓16が取付けられている。   The web 3a of the drainage member 3 is provided with a large number of openings 5 through which water can flow. The opening 5 has a circular shape, and the water plug 16 shown in FIGS. 1 and 2 is attached to the opening 5.

前記排水用部材3の下端部には、図4および図5(a)に示すように、排水機能付鋼材1の施工時に土砂の侵入を防ぎ、貫入性を増すために、先端部材9が設けられている。この先端部材9は、下方に向かうほど鋼材2のウェブ2aに近づくように、排水用部材3のウェブ3aに対して傾斜した傾斜板9aと、この傾斜板9aの両側縁部とウェブ2aとの間に設けられて、当該間を塞ぐ三角形板9bとから構成されている。なお、
傾斜板9aと両側の三角形板9bは一体的に成形したものでもよい。
As shown in FIGS. 4 and 5 (a), a tip member 9 is provided at the lower end of the drainage member 3 in order to prevent intrusion of earth and sand during construction of the steel material with drainage function 1 and to increase penetration. It has been. The tip member 9 includes an inclined plate 9a inclined with respect to the web 3a of the drainage member 3 so as to approach the web 2a of the steel material 2 as it goes downward, and both side edges of the inclined plate 9a and the web 2a. It is provided with a triangular plate 9b provided between and closing the space. In addition,
The inclined plate 9a and the triangular plates 9b on both sides may be integrally formed.

また、排水機能付鋼材1の施工時に通水用栓16の損傷、つまりフィルター7の損傷を避けるため、排水用部材3の下端部には、フィルター保護プレート12が取り付けられている。
このフィルター保護プレート12は、図4および図5(a)に示すように、矩形板状のものであり、その上面はフィルター7が設けられた通水用栓16の上面より突出している。これによって、排水機能付鋼材1の施工時に土砂が通水用栓16の上面に干渉するのを防止しており、これによって、フィルター7の損傷を防止している。
また、フィルター保護プレート12の幅は排水用部材3の幅以下となっている。
また、排水用部材3の上端部には、その上端開口を塞ぐ蓋部材11が取り付けられている(図4参照)。
Further, a filter protection plate 12 is attached to the lower end portion of the drainage member 3 in order to avoid damage to the water passage stopper 16, that is, damage to the filter 7 during construction of the steel material with drainage function 1.
As shown in FIGS. 4 and 5A, the filter protection plate 12 has a rectangular plate shape, and the upper surface thereof protrudes from the upper surface of the water passage plug 16 on which the filter 7 is provided. This prevents earth and sand from interfering with the upper surface of the water plug 16 during construction of the steel material 1 with a drainage function, thereby preventing the filter 7 from being damaged.
The width of the filter protection plate 12 is equal to or less than the width of the drainage member 3.
A lid member 11 that closes the upper end opening is attached to the upper end of the drainage member 3 (see FIG. 4).

前記排水用部材3はその長手方向に複数の区間に分けられている。すなわち、図5(a)に示すように、排水用部材3は、排水路4から地盤に排水する排水区間K1と、地盤から水が排水路4に流入する流入区間K2とに分けられている。
排水区間K1においては、多数の開口部5が密に配置されており、流入区間K2においては、多数の開口部5が疎に配置されている。
すなわち、排水区間K1における単位長さあたり(排水用部材3の長手方向における単位長さあたり)の開口部5の開口面積が、流入区間K2における単位長さあたり(排水用部材3の長手方向における単位長さあたり)の開口部5の開口面積より大きくなっている。つまり、排水区間K1における単位長さあたりの複数の開口部5の開口面積の総和が、流入区間K2における単位長さあたりの複数の開口部5の開口面積の総和より大きくなっている。
また、排水区間K1における開口部5の総開口面積は、排水路4の通水断面積以上となっている。
したがって、地盤から排水用部材3の排水路4に流入する水が排水路4を通って排水区間K1から十分に排水されることになる。
なお、排水区間K1および流入区間K2のいずれにおいても、開口部5は排水用部材3の長手方向(図5(a)において上下方向)に沿って、かつ横方向に2列平行に配置されている。
The drainage member 3 is divided into a plurality of sections in the longitudinal direction. That is, as shown in FIG. 5A, the drainage member 3 is divided into a drainage section K1 that drains water from the drainage channel 4 to the ground, and an inflow section K2 that allows water to flow into the drainage channel 4 from the ground. .
A large number of openings 5 are densely arranged in the drainage section K1, and a large number of openings 5 are sparsely arranged in the inflow section K2.
That is, the opening area of the opening 5 per unit length in the drainage section K1 (per unit length in the longitudinal direction of the drainage member 3) is equal to the unit area in the inflow section K2 (in the longitudinal direction of the drainage member 3). It is larger than the opening area of the opening 5 per unit length). That is, the sum total of the opening areas of the plurality of openings 5 per unit length in the drainage section K1 is larger than the sum of the opening areas of the plurality of openings 5 per unit length in the inflow section K2.
Further, the total opening area of the opening 5 in the drainage section K <b> 1 is equal to or larger than the cross-sectional area of the drainage channel 4.
Therefore, the water flowing into the drainage channel 4 of the drainage member 3 from the ground is sufficiently drained from the drainage section K1 through the drainage channel 4.
In both the drainage section K1 and the inflow section K2, the openings 5 are arranged in parallel in two rows in the longitudinal direction of the drainage member 3 (vertical direction in FIG. 5A) and in the lateral direction. Yes.

排水機能付鋼材1は、地震時に過剰間隙水圧が高まることで、液状化層から排水用部材に流入する水が排水用部材上部から排水される構造である。この時、図5(c)に示すように、排水区間K1の周囲には通水性の良い単粒度砕石層Sが設けられることが多い。
排水区間K1は、地中部から流入した水が十分に排水されるだけの開口面積が必要であり、その区間を網羅するように単粒度砕石層Sを設置する必要がある。
この時、砕石を設置する費用を考えると、出来る限り単粒度砕石層Sの厚さを薄くする方が材料・施工面で経済性に優れる。それには、できるだけ排水用部材上部に近い排水区間K1に面積の大きい開口部を設けることが効果的である。
開口面積を向上させる構造としては、開口部の断面積を大きくする方法や、開口部の長手方向ピッチを狭くする方法、排水用部材3のウェブ3aに加えてフランジ3bにも開口部を設ける方法等がある。また、開口部は円形や楕円形、矩形のものなど開口部の形状は限定されない。
The steel material 1 with a drainage function has a structure in which water flowing into the drainage member from the liquefied layer is drained from the upper part of the drainage member due to an increase in excess pore water pressure during an earthquake. At this time, as shown in FIG. 5C, a single-grain crushed stone layer S having good water permeability is often provided around the drainage section K1.
The drainage section K1 needs an opening area enough to drain the water flowing from the underground, and it is necessary to install the single-grain crushed stone layer S so as to cover the section.
At this time, considering the cost of installing crushed stone, it is more economical in terms of material and construction to make the single-grain crushed stone layer S as thin as possible. For this purpose, it is effective to provide an opening having a large area in the drainage section K1 as close as possible to the upper part of the drainage member.
As a structure for improving the opening area, a method of increasing the cross-sectional area of the opening, a method of narrowing the longitudinal pitch of the opening, and a method of providing an opening in the flange 3b in addition to the web 3a of the drainage member 3 Etc. Further, the shape of the opening is not limited, such as a circular shape, an elliptical shape, or a rectangular shape.

以上のように本実施の形態によれば、鋼材2の排水用部材3に形成された開口部5に通水用栓16が取り付けられており、この通水用栓16の栓本体16aの貫通孔6dに、フィルター7を挟んで通水性を有するフィルター防護部材8と通水性を有するフィルター補強部材10とが設けられているので、鋼材2を地盤に打設する際に、地盤側からフィルター防護部材8を通してフィルター7に土水圧が作用しても、フィルター補強部材10によってフィルター7の膨らみを抑制できる。したがって、フィルター7が膨らんで栓本体6aから剥がれたり、破損したりするのを防止できる。また、地盤の液状化時においても同様にしてフィルター7の剥がれや破損を防止できる。
また、栓本体6aとフィルター防護部材8とが一体的に形成されているので、フィルター防護部材8を栓本体6aとともに同時に形成でき、その後、栓本体6aの貫通孔6dの内周部にフィルター補強部材10の外周部を接合することによって、容易に、フィルター7をフィルター防護部材8とフィルター補強部材10とによって挟んで設けることができる。
As described above, according to the present embodiment, the water plug 16 is attached to the opening 5 formed in the drainage member 3 of the steel material 2, and the plug main body 16 a of the water plug 16 penetrates. Since the filter protective member 8 having water permeability and the filter reinforcing member 10 having water permeability are provided in the hole 6d with the filter 7 interposed therebetween, when the steel material 2 is placed on the ground, the filter protection is performed from the ground side. Even if earth pressure acts on the filter 7 through the member 8, the filter reinforcement member 10 can suppress the swelling of the filter 7. Therefore, it can prevent that the filter 7 swells and peels off from the plug main body 6a or is damaged. Further, when the ground is liquefied, the filter 7 can be prevented from peeling off or being damaged.
Further, since the plug body 6a and the filter protection member 8 are integrally formed, the filter protection member 8 can be formed simultaneously with the plug body 6a, and then the filter is reinforced on the inner peripheral portion of the through hole 6d of the plug body 6a. By joining the outer periphery of the member 10, the filter 7 can be easily sandwiched between the filter protection member 8 and the filter reinforcing member 10.

さらに、フィルター補強部材10は複数の補強部材通水孔10aを有し、これら補強部材通水孔10aが、フィルター防護部材8の防護部材通水孔8aと栓本体6aの軸方向において重なっているので、地盤中において、防護部材通水孔8aを通った水は、フィルター7を通ったうえで、フィルター補強部材10の前面壁に当たることなく補強部材通水孔10aを通るので、水の通水性が良好である。   Further, the filter reinforcing member 10 has a plurality of reinforcing member water holes 10a, and these reinforcing member water holes 10a overlap with the protective member water holes 8a of the filter protective member 8 in the axial direction of the plug body 6a. Therefore, in the ground, the water passing through the protective member water passage hole 8a passes through the filter 7 and then passes through the reinforcing member water passage hole 10a without hitting the front wall of the filter reinforcing member 10. Is good.

また、排水用部材3の排水区間K1における単位長さあたりの開口部5の開口面積が、流入区間K2における単位長さあたりの開口部5の開口面積より大きくなっているので、地震時に過剰間隙水圧が高まって、液状化層から排水用部材3に流入する水が排水路4を通って排水区間K1から十分に排水される。
さらに、排水区間K1における開口部5の総開口面積が、排水路4の通水断面積以上であるので、地盤から排水用部材3内に流入し、排水路4を通った水は排水区間K1から十分に排水される。
このように、流入区間K2から排水用部材3内に流入し、排水路4を通った水を排水区間K1から十分に排水できるので、排水効果を十分に発揮できる。
Further, since the opening area of the opening 5 per unit length in the drainage section K1 of the drainage member 3 is larger than the opening area of the opening 5 per unit length in the inflow section K2, an excess gap during an earthquake The water pressure increases and the water flowing from the liquefied layer into the drainage member 3 is sufficiently drained from the drainage section K1 through the drainage channel 4.
Furthermore, since the total opening area of the opening 5 in the drainage section K1 is equal to or larger than the cross-sectional area of the drainage channel 4, the water that flows from the ground into the drainage member 3 and passes through the drainage channel 4 is drainage section K1. It will be fully drained from.
Thus, since the water that flows into the drainage member 3 from the inflow section K2 and passes through the drainage channel 4 can be sufficiently drained from the drainage section K1, the drainage effect can be sufficiently exhibited.

また、排水用部材3の横断面における隅角部3cを曲線状に形成した場合には、
排水機能付鋼材1をウォータジェットを用いて打設した後に、ウォータジェットホースを引き抜く際に、当該ウォータジェットホースが隅角部3cに接しても、当該隅角部3cとの摩擦が大きく低減され、ウォータジェットホース損傷を抑止できる。
また、フィルター保護プレート12の幅が排水用部材3の幅以下と狭くなっているので、ウォータジェットホースを引き抜く際にウォータジェットホースがフィルター保護プレート12の端部に接触するのを防止して、ウォータジェットホースの損傷をさらに防止できる。
In addition, when the corner 3c in the cross section of the drainage member 3 is formed in a curved shape,
When the water jet hose is pulled out after placing the steel material with drainage function 1 using a water jet, even if the water jet hose contacts the corner 3c, the friction with the corner 3c is greatly reduced. Water jet hose damage can be suppressed.
In addition, since the width of the filter protection plate 12 is narrower than the width of the drainage member 3, when the water jet hose is pulled out, the water jet hose is prevented from coming into contact with the end of the filter protection plate 12, Further damage to the water jet hose can be prevented.

(第2の実施の形態)
図6および図7は第2の実施の形態に係る通水用栓を示す。図6は通水用栓を排水用部材に取り付けた状態を示す断面図、図7は通水用栓を示し、(a)は側面図、(b)は正面図、(c)は背面図である。
図6および図7に示す通水用栓16aが図1および図2に示す通水用栓16と異なる点は、フィルター補強部材の構成であり、その他の部分は通水用栓16と同一であるので、同一構成部分には同一符号を付してその説明を省略する。
(Second Embodiment)
6 and 7 show a water plug according to the second embodiment. 6 is a cross-sectional view showing a state in which the water passage stopper is attached to the drainage member, FIG. 7 shows the water passage stopper, (a) is a side view, (b) is a front view, and (c) is a rear view. It is.
The water plug 16a shown in FIGS. 6 and 7 is different from the water plug 16 shown in FIGS. 1 and 2 in the configuration of the filter reinforcing member, and the other parts are the same as the water plug 16. Therefore, the same components are denoted by the same reference numerals and the description thereof is omitted.

図6および図7(c)に示すように、フィルター補強部材20は、メッシュ状に配置された多数の補強部材通水孔20aを有しており、これによって通水性を有している。補強部材通水孔20aの形状は、防護部材通水孔8aと相似形となっているが、その大きさが、防護部材通水孔8aより大きくなっている。また、補強部材通水孔20aの個数は防護部材通水孔8aより少なくなっている。
さらに、防護部材通水孔8aは、補強部材通水孔20aの一部と栓本体6aの軸方向において重なっている。また、防護部材通水孔8aを形成する格子状の桟材8bの一部は、補強部材通水孔20aを形成する格子状の桟材20bの一部と栓本体6aの軸方向において重なっており、前記格子状の桟材8bの残りの一部は補強部材通水孔20aと栓本体6aの軸方向において重なっている。
このように、防護部材通水孔8aが、補強部材通水孔20aの少なくとも一部と栓本体6aの軸方向において重なることによって、防護部材通水孔8aを通った水はフィルター7を通り、さらに補強部材通水孔20aをスムーズに通るようになっている。
As shown in FIGS. 6 and 7C, the filter reinforcing member 20 has a large number of reinforcing member water passage holes 20a arranged in a mesh shape, thereby having water permeability. The shape of the reinforcing member water hole 20a is similar to that of the protective member water hole 8a, but its size is larger than that of the protective member water hole 8a. Further, the number of reinforcing member water holes 20a is smaller than that of the protective member water holes 8a.
Furthermore, the protective member water passage hole 8a overlaps a part of the reinforcing member water passage hole 20a in the axial direction of the plug body 6a. In addition, a part of the grid-like crosspiece 8b that forms the protection member water passage hole 8a overlaps with a part of the lattice-like crosspiece 20b that forms the reinforcing member water passage hole 20a in the axial direction of the plug body 6a. The remaining part of the grid-like crosspiece 8b overlaps the reinforcing member water passage 20a and the plug body 6a in the axial direction.
Thus, when the protective member water passage hole 8a overlaps at least a part of the reinforcing member water passage hole 20a in the axial direction of the plug body 6a, the water passing through the protective member water passage hole 8a passes through the filter 7, Furthermore, it passes smoothly through the reinforcing member water hole 20a.

このような通水用栓16aは前記第1の実施の形態と同様に、鋼材2の排水用部材3に形成された開口部5に取り付けられて使用される。
本実施の形態では、第1の実施の形態と同様の効果を得ることができる他、フィルター補強部材20の補強部材通水孔20aが大きいので、通水性がよくなるとともに、材料費を軽減できるという利点がある。
Such a water plug 16a is used by being attached to the opening 5 formed in the drainage member 3 of the steel material 2 in the same manner as in the first embodiment.
In the present embodiment, the same effect as in the first embodiment can be obtained, and since the reinforcing member water passage hole 20a of the filter reinforcing member 20 is large, water permeability is improved and material cost can be reduced. There are advantages.

(第3の実施の形態)
図8は第3の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。
この図に示す通水用栓16bが、図1および図2に示す通水用栓16と異なる点は、フィルター防護部材8の防護部材通水孔8aに水溶性物質を充填した点であり、その他の部分は通水用栓16と同一であるので、同一構成部分には同一符号を付してその説明を省略する。
(Third embodiment)
FIG. 8 shows a water stopper according to the third embodiment, and is a cross-sectional view showing a state where the water stopper is attached to a drainage member.
The water plug 16b shown in this figure is different from the water plug 16 shown in FIGS. 1 and 2 in that a water-soluble substance is filled in the protective member water passage hole 8a of the filter protective member 8, Since other parts are the same as the water plug 16, the same components are denoted by the same reference numerals, and the description thereof is omitted.

図8に示すように、フィルター防護部材8の防護部材通水孔8aには、水溶性物質SBが充填されている。
水溶性物質SBは、所定時間経過後(例えば31週間以内)に水に溶ける物質であればよく、例えば、水溶性ポリマーのメチルセルロース、カルボキシメチルセルロースの水との混合物、塩化ナトリウム系、あるいはポリビニルアルコール系の物質等が挙げられる。このような物質を用いることにより、前記効果が発揮されるが、それ以外でも、水溶性物質として所定時間以内(すなわち、排水機能付鋼材1の地盤打設後、工事が竣工するまでの時間以内。場合により1〜6ケ月くらい以内でもよい)に地下水に溶けるものなら特に限定されない。
このような水溶性物質SBを防護部材通水孔8aに充填するには、例えば、栓本体6aを射出成形によって形成したうえで、フィルター7を取り付けた後、当該フィルター7の裏面側(フィルター補強部材10側)に防護部材通水孔8aを裏側から塞ぐ塞ぎ板を配置し、次に、フィルター防護部材8の表面側から水溶性物質SBを防護部材通水孔8aに充填すればよい。
As shown in FIG. 8, the protective member water passage hole 8a of the filter protective member 8 is filled with a water-soluble substance SB.
The water-soluble substance SB only needs to be a substance that dissolves in water after a predetermined time has elapsed (for example, within 31 weeks). For example, a water-soluble polymer methylcellulose, a mixture of carboxymethylcellulose with water, sodium chloride, or polyvinyl alcohol And the like. By using such a substance, the above-mentioned effect is exhibited, but other than that, it is within a predetermined time as a water-soluble substance (that is, within the time until the construction is completed after the grounding of the steel material with drainage function 1) There are no particular limitations as long as it dissolves in groundwater within 1 to 6 months.
In order to fill the protective member water passage hole 8a with such a water-soluble substance SB, for example, after the plug body 6a is formed by injection molding and the filter 7 is attached, the back surface side of the filter 7 (filter reinforcement) A blocking plate that closes the protective member water passage hole 8a from the back side is disposed on the member 10 side, and then the water soluble substance SB is filled into the protective member water passage hole 8a from the surface side of the filter protective member 8.

このような通水用栓16bは、前記流入区間K2に設けられた開口部5に取り付けられて使用され、前記通水用栓16または通水用栓16aは排水区間K1に設けられた開口部5に取り付けられて使用される。
すなわち、鋼材2の排水用部材3は液状化層に設置され液状化時、排水用部材3内に地盤の間隙水が流入することにより地中の間隙水圧の上昇を抑止するが、排水用部材3に入った間隙水は排水用部材3の上部から、排水用部材3外へ流出させる必要がある。通常、排水用部材3の上部は、地下水面より上に設置し、地下水位面以下の液状化層の間隙水を排出する区間とするのがよい。排水用部材3の上部すなわち排水区間K1においては、雨水等の浸入は期待できるが地下水は存在しないので、その部分に水溶性物質を充填した通水用栓16bを設けても水溶性物質SBが溶けるのに時間がかかることになる。 そのため、間隙水を排出する排水区間K1には、水溶性物質を充填しない前記通水用栓16または通水用栓16aを取り付け、それ以下の流入区間K2には、水溶性物質SBを充填した通水用栓16bを取り付けることによって、鋼材2の地盤への打設時にはフィルター7は目詰まりし難く、間隙水が上部の排水区間K1から早期に排出されるようにすることができる。ただし、排水用部材3への栓の取り付け作業の簡易化という点からは、排水用部材3の開口部5のすべてに同仕様の通水用栓16bを取り付けることもできる。この場合、充填した水溶性物質の水溶解速度が極端に遅くなければ、排水区間K1でも雨水等の浸入や空気中の湿度分によって通水用栓16bの水溶性物質が溶解していくので、水溶性物質の水溶解速度を鋼材2の設置条件、環境条件を考慮し、適宜調整すればよい。
Such a water plug 16b is used by being attached to the opening 5 provided in the inflow section K2, and the water plug 16 or the water plug 16a is an opening provided in the drain section K1. It is attached to 5 and used.
That is, the drainage member 3 of the steel material 2 is installed in a liquefied layer, and when liquefied, the pore water in the ground flows into the drainage member 3 to suppress the increase in the pore water pressure in the ground. It is necessary for the interstitial water that has entered 3 to flow out of the drainage member 3 from the top of the drainage member 3. Usually, the upper part of the drainage member 3 is preferably installed above the groundwater surface, and is a section for discharging pore water in the liquefied layer below the groundwater level surface. In the upper part of the drainage member 3, that is, the drainage section K1, infiltration of rainwater or the like can be expected, but there is no groundwater. Therefore, even if a water plug 16b filled with a water-soluble substance is provided in that portion, the water-soluble substance SB remains. It will take time to melt. Therefore, the drainage section K1 that discharges the pore water is attached with the water plug 16 or the water plug 16a not filled with the water-soluble substance, and the inflow section K2 below it is filled with the water-soluble substance SB. By attaching the water passage plug 16b, the filter 7 is not easily clogged when the steel material 2 is placed on the ground, and the pore water can be discharged from the upper drainage section K1 at an early stage. However, from the viewpoint of simplifying the operation of attaching the plug to the drainage member 3, the water plug 16b having the same specification can be attached to all the openings 5 of the drainage member 3. In this case, if the water dissolution rate of the filled water-soluble substance is not extremely slow, the water-soluble substance in the water plug 16b is dissolved in the drainage section K1 by the intrusion of rainwater and the humidity in the air. What is necessary is just to adjust the water dissolution rate of a water-soluble substance suitably in consideration of the installation conditions and environmental conditions of the steel material 2.

このように、本実施の形態では、流入区間K2に設けられた開口部5に取り付けられた通水用栓16bのフィルター防護部材8の防護部材通水孔8aに、水溶性物質SBが充填されているので、フィルター7の破損を防止できるとともに、排水機能付鋼材1の地盤への打設時、フィルター防護部材8の防護部材通水孔8aに粘性土等が付着することが避けられ、フィルター7としての通水性が良好となる。   Thus, in the present embodiment, the water-soluble substance SB is filled in the protective member water passage hole 8a of the filter protective member 8 of the water passage stopper 16b attached to the opening 5 provided in the inflow section K2. Therefore, the filter 7 can be prevented from being damaged, and when the steel material 1 with the drainage function is placed on the ground, it is possible to avoid adhesion of viscous soil or the like to the protective member water passage hole 8a of the filter protective member 8. The water permeability as 7 is good.

(第4の実施の形態)
図9は第4の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。
この図に示す通水用栓16cが、図8に示す通水用栓16bと異なる点は、フィルター防護部材8の防護部材通水孔8aに加えて、フィルター補強部材10の補強部材通水孔10aにも水溶性物質SBを充填した点であり、その他の部分は通水用栓16bと同一であるので、同一構成部分には同一符号を付してその説明を省略する。
(Fourth embodiment)
FIG. 9 is a cross-sectional view showing a water passage stopper according to a fourth embodiment, wherein the water passage stopper is attached to a drainage member.
The water plug 16c shown in this figure is different from the water plug 16b shown in FIG. 8 in that, in addition to the protective member water hole 8a of the filter protective member 8, the reinforcing member water hole of the filter reinforcing member 10 is used. 10a is also filled with the water-soluble substance SB, and the other parts are the same as the water plug 16b. Therefore, the same components are denoted by the same reference numerals and the description thereof is omitted.

このような水溶性物質SBを防護部材通水孔8aおよび補強部材通水孔10aに充填するには、例えば、栓本体6aを射出成形により形成したうえで、フィルター7とフィルター補強部材10を取り付けた後、当該フィルター補強部材10の裏面側に補強部材通水孔10aを裏側から塞ぐ塞ぎ板を配置し、次に、フィルター防護部材8の表面側から水溶性物質SBを防護部材通水孔8aおよび補強部材通水孔10aに充填すればよい。補強部材通水孔10aには、防護部材通水孔8aからフィルター7を通ってSBが充填される。   In order to fill the protective member water passage hole 8a and the reinforcing member water passage hole 10a with such a water-soluble substance SB, for example, the plug body 6a is formed by injection molding, and then the filter 7 and the filter reinforcing member 10 are attached. After that, a blocking plate for closing the reinforcing member water passage hole 10a from the back side is disposed on the back side of the filter reinforcing member 10, and then the water-soluble substance SB is removed from the front surface side of the filter protective member 8 to the protective member water passage hole 8a. The reinforcing member water passage hole 10a may be filled. The reinforcing member water passage hole 10 a is filled with SB through the protective member water passage hole 8 a through the filter 7.

このような通水用栓16cは、前記流入区間K2に設けられた開口部5の少なくとも一部区間以上に取り付けられて使用される。また、前記流入区間K2に相当する地盤深さに粘性土層があれば、フィルターの目詰まりを防ぐため、その層以深に位置する流入区間にのみ水溶性物質SBを充填した通水用栓16b、16cを取り付けてもよい。
したがって、前記第3の実施の形態と同様に効果を得ることができる。
Such a water plug 16c is used by being attached to at least a part of the opening 5 provided in the inflow section K2. Further, if there is a viscous soil layer at the ground depth corresponding to the inflow section K2, in order to prevent clogging of the filter, the water plug 16b in which the water-soluble substance SB is filled only in the inflow section located deeper than that layer. 16c may be attached.
Therefore, the effect can be obtained as in the third embodiment.

(第5の実施の形態)
図10は第5の実施の形態に係る通水用栓を示すもので、当該通水用栓を排水用部材に取り付けた状態を示す断面図である。
この図に示す通水用栓16dが、図6に示す通水用栓16aと異なる点は、フィルター補強部材20の補強部材通水孔20a、フィルター防護部材8の防護部材通水孔8aおよびこの防護部材通水孔8aより前側(図10において左側)の貫通孔6dの部分に水溶性物質SBを充填した点であり、その他の部分は通水用栓16aと同一であるので、同一構成部分には同一符号を付してその説明を省略する。
(Fifth embodiment)
FIG. 10 shows a water plug according to the fifth embodiment, and is a cross-sectional view showing a state where the water plug is attached to a drainage member.
The water plug 16d shown in this figure is different from the water plug 16a shown in FIG. 6 in that the reinforcing member water hole 20a of the filter reinforcing member 20, the protective member water hole 8a of the filter protective member 8, and this The water-soluble substance SB is filled in the portion of the through-hole 6d on the front side (left side in FIG. 10) of the protective member water passage hole 8a, and the other parts are the same as the water passage plug 16a. Are denoted by the same reference numerals and description thereof is omitted.

このような水溶性物質SBを防護部材通水孔8aおよび前記貫通孔6dの部分に充填するには、例えば、栓本体6aをフィルター防護部材8とともに成形したうえで、フィルター7及びフィルター補強部材20を取り付けた後、当該フィルター補強部材20の裏面側(排水用部材2(3)の内側に補強部材通水孔20aを裏側から塞ぐ塞ぎ板を配置し、次に、フィルター防護部材8の表面側から、水溶性物質SBを前記貫通孔6dの部分および防護部材通水孔8aに充填すればよい。   In order to fill the protective member water passage hole 8a and the through hole 6d with such a water-soluble substance SB, for example, the plug body 6a is molded together with the filter protective member 8, and then the filter 7 and the filter reinforcing member 20 are formed. Is attached to the back side of the filter reinforcing member 20 (the inside of the drainage member 2 (3) is a closing plate for closing the reinforcing member water passage 20a from the back side, and then the surface side of the filter protection member 8 is installed. Therefore, the water-soluble substance SB may be filled into the through hole 6d and the protective member water passage hole 8a.

このような通水用栓16dは、前記流入区間K2に設けられた開口部5の少なくとも一部区間以上に取り付けられて使用される。
したがって、前記第3〜第5の実施の形態と同様の効果を得ることができる。
Such a water plug 16d is used by being attached to at least a part of the opening 5 provided in the inflow section K2.
Therefore, the same effects as those of the third to fifth embodiments can be obtained.

なお、前記の通水用栓16b、16c、16dは、前述したように、前記流入区間K2に設けられた開口部5の一部に取り付けられていてもよい。また、排水用部材3の開口部5(前記排水区間K1も含めた)の全部または一部に取り付けることもできる。排水用部材3が、運搬時、打設前等に泥等の異物が付着する恐れがある場合にも、前記の通水用栓16b、16c、16dを用いれば効果を発揮することができる。
また、上記では、通水用栓が円形状の場合を示したが、この栓の形状は円形に限るものでなく、例えば矩形、四角形など多角形であっても前記の通水用栓16b、16c、16dと同様の構造、製品仕様とすれば同様の効果が得られる。ただし、この場合は、通水用栓が開口部5に嵌設できるよう、開口部5の形状は通水用栓の形状に応じたものとする。
Note that the water plugs 16b, 16c, and 16d may be attached to a part of the opening 5 provided in the inflow section K2, as described above. Moreover, it can also attach to all or one part of the opening part 5 (including the said drainage area K1) of the member 3 for drainage. Even when the drainage member 3 has a risk of foreign matters such as mud adhering during transportation and before placing, the effects can be exhibited by using the water plugs 16b, 16c and 16d.
In the above description, the case where the water passage stopper is circular is shown. However, the shape of the stopper is not limited to a circle. For example, the water passage stopper 16b may be a polygon such as a rectangle or a rectangle. If the structure and product specifications are the same as those of 16c and 16d, the same effect can be obtained. However, in this case, the shape of the opening 5 corresponds to the shape of the water plug so that the water plug can be fitted into the opening 5.

本実施の形態では、前記通水用栓16,16a〜16dを鋼材2の排水用部材3に形成された開口部5に取り付ける場合を例にとって説明したが、前記通水用栓16,16a〜16dは、例えば図11に示すような土留め壁として打設された鋼矢板本体30に形成された開口部に前記通水用栓16,16a〜16dを適宜選択して取り付けてもよい。
また、本実施の形態では、通水用栓16,16a〜16dを鋼材2の排水用部材3に形成された開口部5に取り付ける場合を例にとって説明したが、通水用栓16,16a〜16dを取り付ける鋼材としては、本実施の形態のU形鋼矢板に限ることなく、ハット形矢板、Jパイル(近接土留め用鋼材)、直線形鋼矢板、Z形鋼矢板、鋼管矢板、鋼管杭、SC杭、H形鋼、さらにはこれら組み合わせた鋼材であってもよい。
さらに、通水用栓16,16a〜16dは鋼材に限ることなく、コンクリート杭やコンクリートやその他の材料で構築された壁体に形成された開口部に取り付けてもよい。
In the present embodiment, the case where the water plugs 16 and 16a to 16d are attached to the opening 5 formed in the drainage member 3 of the steel material 2 has been described as an example, but the water plugs 16 and 16a to 16d. For example, the water plugs 16 and 16a to 16d may be appropriately selected and attached to an opening formed in a steel sheet pile main body 30 placed as a retaining wall as shown in FIG.
Moreover, in this Embodiment, although the case where the water flow plugs 16 and 16a-16d were attached to the opening part 5 formed in the member 3 for drainage of the steel material 2 was demonstrated as an example, the water flow plugs 16 and 16a- The steel material to which 16d is attached is not limited to the U-shaped steel sheet pile of the present embodiment, but is a hat-shaped sheet pile, J pile (steel material for close earth retaining), linear steel sheet pile, Z-shaped steel sheet pile, steel pipe sheet pile, steel pipe pile. , SC pile, H-section steel, or a combination of these steel materials.
Furthermore, the water plugs 16, 16 a to 16 d are not limited to steel materials, and may be attached to openings formed in a wall body constructed of concrete piles, concrete, or other materials.

1 排水機能付鋼材
2 鋼材
3 排水用部材
5 開口部
7 フィルター
8 フィルター防護部材
8a 防護部材通水孔
10a 補強部材通水孔
10 フィルター補強部材
16,16a〜16d 通水用栓
16a 栓本体
16d 貫通孔
DESCRIPTION OF SYMBOLS 1 Steel material with drainage function 2 Steel material 3 Drainage member 5 Opening part 7 Filter 8 Filter protection member 8a Protection member water passage hole 10a Reinforcement member water passage hole 10 Filter reinforcement member 16, 16a-16d Water passage stopper 16a Plug body 16d Through Hole

Claims (3)

地盤に設置される鋼材、コンクリート杭または壁体に形成された開口部に取り付けられる通水用栓であって、
軸方向に貫通する貫通孔を有する栓本体と、前記貫通孔に設けられた通水性を有するフィルターと備え、
前記貫通孔に前記フィルターを挟んで通水性を有するフィルター防護部材と、通水性を有するフィルター補強部材とが設けられ、
前記フィルター防護部材は複数の防護部材通水孔を有し、
前記フィルター補強部材は複数の補強部材通水孔を有し、
前記補強部材通水孔は、前記防護部材通水孔より大きくかつ個数が少なくなっていることを特徴とする通水用栓。
A water faucet attached to an opening formed in a steel material, a concrete pile or a wall body installed on the ground,
A plug body having a through-hole penetrating in the axial direction, and a water-permeable filter provided in the through-hole,
A filter protective member having water permeability with the filter sandwiched in the through hole, and a filter reinforcing member having water permeability are provided,
The filter protection member has a plurality of protection member water holes,
The filter reinforcing member has a plurality of reinforcing member water holes,
The reinforcing member water passage hole is larger than the protection member water passage hole and has a smaller number of water passage stoppers.
前記栓本体には、当該栓本体の軸方向中央部から軸方向端部に向けて延び、かつ前記栓本体の周方向に所定の幅を有する複数のスリットが前記栓本体の周方向に等間隔で複数形成され、
前記スリットの底部は、当該スリットの幅と同幅の直径の円弧状に形成されていることを特徴とする請求項に記載の通水用栓。
In the plug body, a plurality of slits extending from the axial center of the plug body toward the axial end and having a predetermined width in the circumferential direction of the plug body are equally spaced in the circumferential direction of the plug body. Is formed in multiple,
2. The water passage plug according to claim 1 , wherein the bottom portion of the slit is formed in an arc shape having a diameter equal to the width of the slit .
記防護部材通水孔に水溶性物質が充填されていることを特徴とする請求項1または2に記載の通水用栓。 Passing cock according to claim 1 or 2, a water-soluble substance prior Kibo protection member through water holes, characterized in that it is filled.
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