JP2019112914A - Fixing structure of flexible water blocking member - Google Patents

Fixing structure of flexible water blocking member Download PDF

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JP2019112914A
JP2019112914A JP2017249600A JP2017249600A JP2019112914A JP 2019112914 A JP2019112914 A JP 2019112914A JP 2017249600 A JP2017249600 A JP 2017249600A JP 2017249600 A JP2017249600 A JP 2017249600A JP 2019112914 A JP2019112914 A JP 2019112914A
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water blocking
flexible water
blocking member
pressing member
pressing
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JP7034470B2 (en
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興士 福田
Koji Fukuda
興士 福田
裕介 原
Yusuke Hara
裕介 原
崇裕 荒木
Takahiro Araki
崇裕 荒木
直樹 廣石
Naoki Hiroishi
直樹 廣石
鈴木 康仁
Yasuhito Suzuki
康仁 鈴木
伊澤 寛之
Hiroyuki Izawa
寛之 伊澤
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Seibu Polymer Corp
Nippon Steel Anti Corrosion Co Ltd
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Seibu Polymer Corp
Nippon Steel Anti Corrosion Co Ltd
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Abstract

To provide a fixing structure of a flexible water blocking member capable of securing sufficient water blocking property against high water pressure and the like.SOLUTION: A fixing structure 10 of the flexible water blocking member fixes a flexible water blocking member 20; which includes an extensible portion 21 permitting displacement, and anchorage portions 22 for fixation extended to the extensible portion 21 and provided at both end edge portions; to a joint portion 3 of a structure 1 via holding members 30 that abut the anchorage portions 22. The pressing member 30 is provided with a friction increasing portion 32 on a surface 31 to be in contact with the anchorage portion 22.SELECTED DRAWING: Figure 1

Description

本発明は、可撓止水部材の固定構造に関する。   The present invention relates to a fixing structure of a flexible water blocking member.

各種構造物の目地部には、内外を止水するとともに、その両側の構造物の不等沈下や地震時変位並びに温度変化等に起因する壁部分の伸縮等を許容する必要があり、目地部を跨ぐ構造物間や目地部の内側にゴムや合成樹脂の止水板などの可撓止水部材が設けられる。   It is necessary to stop the water inside and outside the joints of various structures, and to allow expansion and contraction of the wall parts due to uneven settlement of the structures on both sides, displacement during earthquakes, temperature change, etc. A flexible water blocking member such as a water blocking plate of rubber or synthetic resin is provided between the structures straddling the inside of the structure and at the joint portion.

例えば、ボックスカルバートなどのコンクリート製の構造物における可撓止水部材の固定は、目地部の一方の構造物の表面や目地部の両側の構造物の表面の長手方向に沿ってアンカーボルトを植設しておき、可撓止水部材に形成しておいたボルト孔をアンカーボルトに差し込み、押え板を介してナットで締め付けることで行われていた。
また、可撓止水部材にボルト穴を形成せず、押え板を載せ、中間部をアンカーボルトに差し込んだ固定金具の一端部を押え板に当てて締め付けることで、可撓止水部材を固定できるようにしたものが開示されている(特許文献1参照)。
For example, the fixation of the flexible water blocking member in a concrete structure such as a box culvert can be achieved by implanting anchor bolts along the surface of one of the joints in the joint and the longitudinal direction of the surface of the joints on both sides. It has been done by inserting a bolt hole formed in a flexible water blocking member into an anchor bolt and tightening it with a nut via a pressure plate.
Also, do not form a bolt hole in the flexible water blocking member, place the pressing plate, fix the flexible water blocking member by pressing one end of the fixing bracket whose intermediate part is inserted into the anchor bolt against the pressing plate and tightening it. What has been made possible is disclosed (see Patent Document 1).

特開2014−222001号公報JP, 2014-222001, A

従来の押え板を介して可撓止水部材を固定する構造では、可撓止水部材に加わる高水圧などによる止水性を確保するため可撓止水部材に加わる引張力に対応しようとすると、アンカーボルトによる締め付け力を増大することが考えられる。
ところが、アンカーボルトにより締め付け力を増大するためには、押え板の強度を確保する必要があり、押え板を厚くすると、アンカーボルトの長さを変更したり、太くする必要や本数を増加する必要があり、簡単に高水圧などに対応する止水性を確保することができない。特に、既設の可撓止水部材を交換する場合には、アンカーボルトの仕様変更は、一層煩雑で工期の増大を招いてしまう。
このため高水圧などに対する十分な止水性の確保ができる可撓止水部材の固定構造の開発が望まれている。
本発明は、かかる従来技術に鑑みてなされたものであって、高水圧などに対する十分な止水性を確保することができる可撓止水部材の固定構造を提供することを目的とする。
In the conventional structure in which the flexible water blocking member is fixed via the pressing plate, if it is intended to cope with the tensile force applied to the flexible water blocking member in order to ensure water blocking by high water pressure applied to the flexible water blocking member, It is conceivable to increase the clamping force by the anchor bolt.
However, in order to increase the tightening force by the anchor bolt, it is necessary to secure the strength of the presser plate, and if the presser plate is thickened, it is necessary to change the length of the anchor bolt or to increase the number or to increase the number. And can not easily ensure water-stopping ability to cope with high water pressure and the like. In particular, when replacing the existing flexible water blocking member, changing the specifications of the anchor bolt is more complicated and causes an increase in the construction period.
For this reason, development of the fixing structure of the flexible water blocking member which can ensure sufficient water blocking property against high water pressure etc. is desired.
The present invention is made in view of such prior art, and an object of the present invention is to provide a fixing structure of a flexible water blocking member capable of securing sufficient water blocking property against high water pressure and the like.

上記目的を達成するため、本発明の可撓止水部材の固定構造は、
変位を許容する伸縮部と、前記伸縮部に延設され端縁部に設けられた固定用の碇着部と、を備える可撓止水部材を、前記碇着部に当てる押え部材を介して構造物の目地部に固定する可撓止水部材の固定構造であって、
前記押え部材は、前記碇着部に接触させる表面に摩擦増大部が設けられる、
ことを特徴とする。
In order to achieve the above object, the fixing structure of the flexible water blocking member of the present invention is
A flexible water blocking member including an expansion and contraction portion that allows displacement, and a fixation portion that is extended to the expansion and contraction portion and provided at an end edge portion is applied to the adhesion portion via a pressing member. A fixing structure of a flexible water blocking member fixed to a joint portion of a structure, comprising:
The pressing member is provided with a friction increasing portion on a surface to be in contact with the welding portion.
It is characterized by

前記押え部材の前記摩擦増大部は、前記可撓止水部材の変位・変形により前記押え部材に接触する表面を含む、ことが好ましい。   It is preferable that the friction increasing portion of the pressing member includes a surface that contacts the pressing member by displacement and deformation of the flexible water blocking member.

前記押え部材は、前記碇着部と接触する前記押え部材の前記表面に前記碇着部に押し込まれて面圧を高める面圧部材が設けられ、
前記面圧部材の表面に前記摩擦増大部が設けられる、ことが好ましい。
The pressing member is provided on the surface of the pressing member in contact with the welding portion, the surface pressing member being pushed into the welding portion to increase the surface pressure.
It is preferable that the friction increasing portion be provided on the surface of the surface pressure member.

前記摩擦増大部は、前記表面に形成される合成樹脂被膜と、
前記合成樹脂被膜上に設けられ一部が露出して埋設される無機質粒体と、で構成される、ことが好ましい。
The friction increasing portion is a synthetic resin film formed on the surface;
It is preferable that the inorganic particles are provided on the synthetic resin film and partially exposed and embedded.

前記摩擦増大部は、前記表面に形成される凹凸部を備える粗面加工部で構成される、ことが好ましい。   It is preferable that the said friction increase part is comprised by the roughening process part provided with the uneven part formed in the said surface.

前記押え部材は、アンカーボルトの挿通孔を備え、前記挿通孔には、前記碇着部を貫通する前記アンカーボルトが挿通されて前記構造物に固定されている、ことが好ましい。   It is preferable that the pressing member is provided with an insertion hole for an anchor bolt, and the anchor bolt penetrating the welding part is inserted into the insertion hole and fixed to the structure.

前記押え部材は、アンカーボルトの挿通孔を備え、前記挿通孔には、前記碇着部の端縁部の外側に配置された前記アンカーボルトが挿通され、前記碇着部の前記端縁部の内側を押さえて前記構造物に固定されている、ことが好ましい。   The pressing member includes an insertion hole for an anchor bolt, and the anchor bolt disposed outside the end edge portion of the welding portion is inserted into the insertion hole, and the end edge portion of the welding portion It is preferable that the inner side is held and fixed to the structure.

前記押え部材は、前記碇着部の端縁部の外側に配置されたアンカーボルトで締め付けられる固定部材の一端部が当てられて前記構造物に固定されている、ことが好ましい。   Preferably, the pressing member is fixed to the structure with one end portion of a fixing member tightened by an anchor bolt arranged outside the end edge portion of the welding portion.

前記固定構造は、前記構造物の表面に前記碇着部を接触させる枠板部材を備え、
前記枠板部材は、前記碇着部が接触する表面に摩擦増大部が設けられ、前記枠板部材の前記摩擦増大部に当接させた前記碇着部が前記押え部材により挟まれて前記構造物に固定されている、ことが好ましい。
The fixing structure includes a frame plate member that brings the welding portion into contact with the surface of the structure;
The frame plate member is provided with a friction increasing portion on a surface with which the welding portion contacts, and the bonding portion brought into contact with the friction increasing portion of the frame plate member is sandwiched by the pressing member and the structure It is preferable that it is fixed to an object.

本発明によれば、高水圧などに対する十分な止水性を確保することができる。   According to the present invention, it is possible to secure sufficient water barrier property against high water pressure and the like.

本発明の可撓止水部材の固定構造の一実施の形態の部分断面図、押え部材の部分斜視図および断面図である。It is a fragmentary sectional view of one embodiment of fixation structure of a flexible water blocking member of the present invention, and a fragmentary perspective view and a sectional view of a control member. 本発明の他の一実施の形態の部分断面図および一部分を抽出した断面図である。FIG. 7A is a partial cross-sectional view of another embodiment of the present invention and a cross-sectional view of a portion of the cross-sectional view. 本発明の一実施の形態の上方または下方に変位した状態の部分断面図および一部分を抽出した断面図である。FIG. 7A is a partial cross-sectional view of an embodiment of the present invention in a state of being displaced upward or downward, and a cross-sectional view extracting a part. 本発明の他の一実施の形態の部分断面図および一部分を抽出した断面図である。FIG. 7A is a partial cross-sectional view of another embodiment of the present invention and a cross-sectional view of a portion of the cross-sectional view. 本発明の一実施の形態に係り、それぞれが部分断面図である。Each relates to an embodiment of the present invention and is a partial sectional view. 本発明の他の一実施の形態の押え部材の断面図である。It is sectional drawing of the pressing member of other one embodiment of this invention. 水圧試験装置の概略説明図である。It is a schematic explanatory drawing of a water pressure test device. 従来の可撓止水部材の固定構造の説明図および適用対象の構造物の概略斜視図である。It is explanatory drawing of the fixing structure of the conventional flexible water blocking member, and the schematic perspective view of the structure of application object.

以下、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。
本発明の可撓止水部材の固定構造10は、例えば図8(a)に示す従来の固定構造に代えて用いられるものであり、従来、コンクリート製の構造物1と隣接するコンクリート製の構造物2との目地部3の間に施工される可撓止水部材4は、構造物1に取り付けたアンカーボルト6に伸縮部4aを備える可撓止水部材4の碇着部4bのボルト孔を入れ、押え板7を介してナット8で締め付けることで固定されていた。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
The fixing structure 10 of the flexible water blocking member of the present invention is used, for example, in place of the conventional fixing structure shown in FIG. 8 (a), and a structure made of concrete adjacent to the concrete structure 1 The flexible water blocking member 4 constructed between the joint portion 3 with the object 2 is a bolt hole of the welded portion 4 b of the flexible water blocking member 4 provided with the expandable portion 4 a on the anchor bolt 6 attached to the structure 1 And fixed by tightening the nut 8 through the presser plate 7.

これに対し、本願の可撓止水部材の固定構造10は、図1に示すように、変位を許容する伸縮部21と、伸縮部21に延設され端縁部に設けられた固定用の碇着部22と、を備える可撓止水部材20を、碇着部22に当てる押え部材30を介して構造物1,2の目地部3に固定する可撓止水部材の固定構造10であって、押え部材30は、碇着部22に接触させる表面31に摩擦増大部32が設けられて構成される。   On the other hand, as shown in FIG. 1, the flexible water blocking member fixing structure 10 of the present invention is provided with an expandable portion 21 which allows displacement, and a fixing portion provided at an end edge portion extended to the expandable portion 21. In the fixing structure 10 of the flexible water blocking member, the flexible water blocking member 20 including the bonding portion 22 is fixed to the joint portion 3 of the structures 1 and 2 via the pressing member 30 that abuts on the bonding portion 22. The pressing member 30 is configured such that the friction increasing portion 32 is provided on the surface 31 to be in contact with the welding portion 22.

固定対象となる可撓止水部材20は、例えば、図1に示すように、ゴムや合成樹脂などの可撓性材料で短筒状に作成され、変位を許容する伸縮部21(図8の符号4a参照)と、伸縮部21に延設され端縁部に設けられた固定用の碇着部22(図8の符号4b参照)とを備えている。碇着部22には、アンカーボルト6を挿通するボルト孔(図示せず)が形成される。   For example, as shown in FIG. 1, the flexible water blocking member 20 to be fixed is formed in a short cylindrical shape with a flexible material such as rubber or a synthetic resin, and the stretchable portion 21 (FIG. It has the code | symbol 4a) and the fixation part 22 (refer code | symbol 4b of FIG. 8) for extension provided in the expansion-contraction part 21 and provided in the edge part. A bolt hole (not shown) through which the anchor bolt 6 is inserted is formed in the anchor portion 22.

可撓止水部材20は、必要な強度に応じて補強のための補強布(図示せず)が1層乃至複数層内層される。また、可撓止水部材20は、補強布を内層せずに、可撓止水部材20の施工の際に、外側を覆うように補強布を設置して用いられる場合もある。   The flexible water blocking member 20 has one or more layers of reinforcing cloth (not shown) for reinforcement depending on the required strength. In addition, the flexible water blocking member 20 may be used by installing the reinforcing cloth so as to cover the outer side at the time of construction of the flexible water blocking member 20 without providing the reinforcing cloth in the inner layer.

変位を許容する伸縮部21は、例えば、図1に示したように、横断面形状が略コ字状に形成されて構成されたもの、図8に示した横断面形状が円弧状として1つの略Ω形状に形成されて構成されたもの、あるいは、図示しない複数の円弧状を連続させた略W字状に蛇行するよう構成したものなどが用いられる。また、図示省略したが、伸縮部21を中空体として形成し、中空部による変形代を確保して構成されたものなど、構造物1,2の不等沈下や地震時変位並びに温度変化等に起因する変位等を許容し、止水することができるものであれば、その形状は、何ら限定するものでない。また、構造物1,2は、図8に示したボックスカルバートに限らず、他の構造物であっても良く、例えば可撓矢板などの構造物に広く適用できるものである。   For example, as shown in FIG. 1, the expansion / contraction portion 21 that allows displacement has a substantially U-shaped cross-sectional shape, and one cross-sectional shape shown in FIG. 8 is an arc. What is formed and configured in a substantially Ω shape, or a configuration configured to meander in a substantially W shape in which a plurality of circular arc shapes (not shown) are continuous is used. Although not shown, the expansion and contraction portion 21 is formed as a hollow body, and a deformation margin is secured by the hollow portion. The shape is not limited at all, as long as the displacement resulting from the movement can be tolerated and the water can be stopped. The structures 1 and 2 are not limited to the box culvert shown in FIG. 8 but may be other structures, and can be widely applied to structures such as flexible sheet piles.

碇着部22は、構造物1の表面に設置して固定する部分であり、固定できる平坦な帯状や短筒状などであれば良く、その形状などは、伸縮部21と同様、特に限定するものでない。
碇着部22は、図1,2に示すように、アンカーボルト6を挿通するためのボルト孔(図示せず)が形成され、アンカーボルト6を挿通することで固定する。また、可撓止水部材20A、20Bでは、図3,4に示すように、碇着部22A,22Bにアンカーボルト6の挿通するためのボルト孔を形成せず、押え部材30Aを碇着部22Aの一部に当てることで固定したり、押え部材30Bを碇着部22Bの全面に当てることで固定するようにしたものであっても良い。
The welding portion 22 is a portion to be installed and fixed on the surface of the structure 1, and it may be a flat band shape or a short cylindrical shape that can be fixed, and its shape etc. is particularly limited like the stretchable portion 21. It is not a thing.
As shown in FIGS. 1 and 2, a bolt hole (not shown) for inserting the anchor bolt 6 is formed, and the anchor portion 22 is fixed by inserting the anchor bolt 6. Further, in the flexible water blocking members 20A and 20B, as shown in FIGS. 3 and 4, bolt holes for inserting the anchor bolt 6 are not formed in the fastening portions 22A and 22B, and the pressing member 30A is fastened. It may be fixed by applying to a part of 22A, or may be fixed by applying a pressing member 30B to the entire surface of the anchor portion 22B.

なお、可撓止水部材20Aでは、図3に示すように、碇着部22Aは、その外側端縁部が構造物1,2の表面(図3における水平面)から離れるように突き出してL字状に形成されており、構造物1,2の表面と直交する垂直面(図3における垂直面)に碇着部22Aを当てて固定するようになっている。碇着部22Aは、L字状の交差部分に押え部材30Aを係止する係止溝23Aが形成してある。   In the flexible water blocking member 20A, as shown in FIG. 3, the anchor portion 22A protrudes so that the outer end edge portion thereof is separated from the surface of the structures 1 and 2 (horizontal plane in FIG. 3) The welding portion 22A is placed on and fixed to a vertical surface (vertical surface in FIG. 3) perpendicular to the surfaces of the structures 1 and 2. The hooking portion 22A is formed with a locking groove 23A for locking the pressing member 30A at an L-shaped crossing portion.

また、可撓止水部材20Bには、図4に示すように、碇着部22Bに押え部材30Bからの抜け出しに抵抗する凸条部23Bが端縁部の外側端に突き出すように一体に形成され、例えば、横断面形状が略円弧と矩形を組み合わせた形状に形成される。
凸条部23Bの形状は、横断面形状を略円弧と矩形を組み合わせた形状とする場合に限らず、図示省略したが、台形状や頂部が外側に突き出し底辺が端縁部22上に位置して一体に形成された三角形状などであっても良く、その形状は、何ら限定するものでなく、押え部材30Bからの抜け出しに抵抗できる形状であれば良い。
なお、これら可撓止水部材20A,20Bの具体的な固定構造については、後述する。
Further, as shown in FIG. 4, in the flexible water blocking member 20B, the ridge portion 23B which resists the detachment from the pressing member 30B is integrally formed on the anchoring portion 22B so as to protrude to the outer end of the end edge portion. For example, the cross-sectional shape is formed into a shape combining a substantially arc and a rectangle.
The shape of the ridges 23B is not limited to the case where the cross-sectional shape is a combination of a substantially arc and a rectangle, and although not shown, the trapezoidal shape or the top protrudes outside and the bottom side is located on the edge 22 It may be a triangular shape integrally formed, etc., and the shape is not limited at all, as long as the shape can resist the detachment from the pressing member 30B.
The specific fixing structure of the flexible water blocking members 20A and 20B will be described later.

押え部材30は、金属材料で作成され、例えばSS400などの平鋼が用いられる。押え部材30は、例えば図1に示す固定構造10では、構造物1,2の内側に沿って複数個を環状に配置し、構造物1,2の形状に合わせて平鋼を平板状や曲面状などに成形して用いる。押え部材30は、図1(b)に示すように、アンカーボルト6を挿通するための挿通孔33が所定の間隔で複数形成されている。押え部材30は、可撓止水部材20の碇着部22に接触させる表面31に摩擦増大部32が設けられ、押え部材30と可撓性止水部材20の碇着部22との間の摩擦係数μを高めることで、摩擦抵抗、すなわち、可撓止水部材20に作用する水圧によって碇着部22を引き抜く方向に加わる引張力Tに対する抵抗力Rを増大する。   The pressing member 30 is made of a metal material, and for example, a flat steel such as SS400 is used. For example, in the fixing structure 10 shown in FIG. 1, a plurality of pressing members 30 are annularly arranged along the inner side of the structures 1 and 2, and flat steel or flat curved flat steel according to the shape of the structures 1 and 2. It is used after being formed into a shape. As shown in FIG. 1B, a plurality of insertion holes 33 for inserting the anchor bolt 6 are formed at predetermined intervals in the pressing member 30. The pressing member 30 is provided with a friction increasing portion 32 on the surface 31 to be in contact with the anchoring portion 22 of the flexible water stopping member 20, and between the pressing member 30 and the anchoring portion 22 of the flexible waterproof water stopping member 20. By increasing the coefficient of friction μ, the frictional resistance R, that is, the resistance R against the tensile force T applied in the direction of pulling out the welded portion 22 by the water pressure acting on the flexible water blocking member 20 is increased.

これまでは、可撓止水部材20の碇着部22を引き抜く方向に加わる引張力Tに対しては、アンカーボルト6を介して押え部材30を締め付ける軸力Pを増大して面圧を高めることで対処したり、押え部材30に丸棒を溶接して突き出すようにして碇着部22に接触する面積を小さくして部分的な面圧Pを高めることが行われている。
これに対し、この可撓止水部材の固定構造10では、アンカーボルト6を介して押え部材30を締め付ける軸力Pが一定であっても、押え部材30と可撓止水部材20の碇着部22との間の摩擦係数μを高めることで、可撓止水部材20に作用する碇着部22に対して引き抜く方向に加わる引張力Tに対する抵抗力Rを増大している。
Until now, with respect to the tensile force T applied in the direction of pulling out the anchor portion 22 of the flexible water blocking member 20, the axial force P for tightening the pressing member 30 via the anchor bolt 6 is increased to increase the surface pressure. Thus, it has been practiced to increase the partial surface pressure P by reducing the area in contact with the welded portion 22 by welding the round bar to the pressing member 30 and projecting it out.
On the other hand, in the flexible water blocking member fixing structure 10, even if the axial force P for tightening the pressing member 30 via the anchor bolt 6 is constant, the bonding between the pressing member 30 and the flexible water blocking member 20 By increasing the coefficient of friction μ with the portion 22, the resistance R against the tensile force T applied in the pulling-out direction to the welded portion 22 acting on the flexible water blocking member 20 is increased.

すなわち、可撓止水部材20の碇着部22の引張力Tに対する抵抗力をRとし、押え部材30と可撓止水部材20の碇着部22との間の摩擦係数をμとし、軸力をPとすれば、抵抗力Rは、R=μ・Pで表すことができる。
これまでの手法は、引張力Tに対し、軸力Pを大きくすることで、大きな抵抗力Rを得ようとしていたのに対し、この可撓止水部材の固定構造10では、摩擦係数μを大きくすることで、大きな抵抗力Rを得るものである。
これにより、高水圧によって可撓止水部材20に引張力Tが作用しても抵抗Rが大きくなるような、R>Tの関係を保持する。
That is, the resistance to the tensile force T of the anchor portion 22 of the flexible water stopping member 20 is R, and the coefficient of friction between the pressing member 30 and the anchoring portion 22 of the flexible water stopping member 20 is μ. Assuming that the force is P, the resistance R can be represented by R = μ · P.
In the previous method, a large resistance R was sought by increasing the axial force P with respect to the tensile force T, but in the fixing structure 10 of this flexible water blocking member, the coefficient of friction μ is By increasing the size, a large resistance R is obtained.
Thereby, even if the tensile force T acts on the flexible water blocking member 20 by high water pressure, the relationship of R> T is maintained such that the resistance R becomes large.

摩擦増大部32は、例えば図1(c)に上下を反転し、碇着部22に接触させる表面31を上にした押え部材30を示すように、合成樹脂被膜32aと、合成樹脂被膜32a上に設けられ一部が露出して埋設される無機質粒体32bとで構成される。
合成樹脂被膜32aは、例えば合成樹脂粉末を用いて溶融し、押え部材30の表面31をサンドブラストなどで粗面化した後に表面31に塗着することで形成することができる。合成樹脂被膜32aは、合成樹脂被膜32a上に設ける無機質粒体32bが露出した状態で埋設することができれば良く、特に限定するものでない。
合成樹脂被膜32aの厚さは、施工性や経済性を考慮して定められ、例えば200〜1000μmの範囲とされ、好ましくは、300〜400μmとされる。薄すぎると無機質粒体32bを保持することができなくなり、厚すぎると摩擦係数μの増大効果に限界があり、経済的でない。
押え部材30の表面31に塗着する合成樹脂被膜32aに用いる合成樹脂粉末としては、低密度ポリエチレン、高密度ポリエチレン、ポリプロピレン等のポリオレフィン樹脂、ナイロン等のポリアミド樹脂、飽和ポリエステル樹脂、ポリ塩化ビニル、ポリカーボネート、塩素化ポリエーテル等の熱可塑性プラスチック、さらに、不飽和ポリエステル樹脂やエポキシ樹脂、フッ素樹脂等の熱硬化性プラスチックを挙げることができる。
特に、可撓止水部材20の使用される環境を考慮すると、飽和ポリエステル樹脂被膜が好ましく、優れた防食性を確保することができる。
The friction increasing portion 32 is, for example, as shown in FIG. 1C, as the pressing member 30 with the surface 31 upside down and in contact with the welding portion 22 facing up, the synthetic resin film 32a and the synthetic resin film 32a. And inorganic particles 32b which are partially exposed and embedded.
The synthetic resin film 32a can be formed, for example, by melting it using a synthetic resin powder, and roughening the surface 31 of the pressing member 30 by sandblasting or the like and then coating it on the surface 31. The synthetic resin film 32a is not particularly limited as long as it can be embedded in a state in which the inorganic particles 32b provided on the synthetic resin film 32a are exposed.
The thickness of the synthetic resin film 32a is determined in consideration of workability and economy, and is, for example, in the range of 200 to 1000 μm, and preferably in the range of 300 to 400 μm. If it is too thin, it can not hold the inorganic particles 32b, and if it is too thick, the effect of increasing the coefficient of friction μ is limited and it is not economical.
The synthetic resin powder used for the synthetic resin film 32a to be applied to the surface 31 of the holding member 30 includes polyolefin resins such as low density polyethylene, high density polyethylene and polypropylene, polyamide resins such as nylon, saturated polyester resin, polyvinyl chloride, Thermoplastics such as polycarbonate and chlorinated polyether, and thermosetting plastics such as unsaturated polyester resin, epoxy resin, and fluorine resin can be mentioned.
In particular, in consideration of the environment in which the flexible water blocking member 20 is used, a saturated polyester resin film is preferable, and excellent corrosion resistance can be secured.

無機質粒体32bとしては、シリカ、砂、セラミック、アルミニウム、亜鉛、鉄などを挙げることができ、高硬度であって耐摩耗性に優れた材料が好ましい。
先にも挙げた通り、本発明の摩擦増大部32による摩擦力増大効果は無機質粒体32bが合成樹脂被膜32aの上に露出することによってもたらされるものであるから、無機質粒体32bについては、その粒径の範囲を、合成樹脂被膜32aの厚さに応じて調整する必要がある。つまり、可撓止水部材20の碇着部22に引き抜き力が加わった際に無機質粒体32bが合成樹脂被膜32aに完全に埋まってしまわずに露出していることと、無機質粒体32bの先端に加わるモーメントによって無機質粒体32bが合成樹脂被膜32aから離脱してしまわないような大きさであること、の2つの条件を両立させる必要がある。
合成樹脂被膜32aの厚さは、200〜1000μmの範囲とするが、例えば、合成樹脂被膜32aの厚さを300μmとする場合は、合成樹脂被膜32aの厚さの1/6〜7倍の範囲のものが用いられ、中でも合成樹脂被膜32aの厚さの0.3〜3.4倍の範囲のものが望ましい。
無機質粒体32bとしては、これらの粒径の範囲の無機質粒体32bを一種ないし、二種以上を混合して使用することができる。
なお、無機質粒体32bは、使用する素材によって混合などの工程で微細化されるものが含まれる場合もあり、この微細化された無機質粒体32bが含まれても良く、この微細化された無機質粒体32bは、上記の粒径の範囲には含めない。
Examples of the inorganic particles 32b include silica, sand, ceramic, aluminum, zinc, iron and the like, and a material having high hardness and excellent wear resistance is preferable.
As mentioned above, since the friction force increasing effect of the friction increasing portion 32 of the present invention is brought about by the inorganic particles 32b being exposed on the synthetic resin film 32a, regarding the inorganic particles 32b, It is necessary to adjust the range of the particle size according to the thickness of the synthetic resin film 32a. That is, when the pull-out force is applied to the welded portion 22 of the flexible water blocking member 20, the inorganic particles 32b are exposed without being completely buried in the synthetic resin film 32a, and the inorganic particles 32b It is necessary to satisfy both of the two conditions that the inorganic particles 32b are not separated from the synthetic resin film 32a by the moment applied to the tip.
Although the thickness of the synthetic resin film 32a is in the range of 200 to 1000 μm, for example, in the case where the thickness of the synthetic resin film 32a is 300 μm, the range of 1/6 to 7 times the thickness of the synthetic resin film 32a The thing of 0.3 to 3.4 times the thickness of the synthetic resin film 32a is desirable among them.
As the inorganic particles 32b, it is possible to use one kind or a mixture of two or more kinds of the inorganic particles 32b in the range of the particle diameter of these.
Depending on the material used, the inorganic particles 32b may include those that are refined in a process such as mixing, and the finely divided inorganic particles 32b may be included, and the particles are refined The inorganic particles 32b are not included in the above range of particle sizes.

具体的な押え部材30の表面31に摩擦増大部32を形成する方法は、例えば、流動浸漬法を用いることができる。合成樹脂粉末を流動させた浸漬槽に、加熱した押え部材30を浸漬した後、溶融状態の被膜を無機質紛粒体に押し付け付着させて埋設することで形成する。すなわち、摩擦増大部32の形成は、押え部材30の表面31に合成樹脂粉末塗料を塗着して溶融被膜を形成したのち、合成樹脂被膜32aがまだ溶融状態にあるうちに、合成樹脂被膜32a上に無機質粒体32bを圧着、または吹付けして、無機質粒体32bの一部が合成樹脂被膜32aから露出するように埋設する。   For example, a fluid immersion method can be used to form the friction increasing portion 32 on the surface 31 of the pressing member 30. After the heated pressing member 30 is immersed in the immersion tank in which the synthetic resin powder is allowed to flow, the film in the molten state is formed by pressing and adhering to the inorganic powder particles and embedding the film. That is, after the synthetic resin powder coating is applied to the surface 31 of the pressing member 30 to form a molten film, the friction increasing portion 32 is formed while the synthetic resin film 32a is still in a molten state. The inorganic particles 32b are pressure-bonded or sprayed onto the upper side, and the inorganic particles 32b are embedded such that a part of the inorganic particles 32b is exposed from the synthetic resin film 32a.

なお、合成樹脂被膜32aの表面から無機質粒体32bが一部露出した状態の表面に、更なる粉末塗装を施すようにしても良く、こうすることによって、無機質粒体32b同士間に新たに合成樹脂被膜32aが形成され、合成樹脂被膜32a中に無機質粒体32bが一層強固に埋設されて保持され、被膜の厚みが増すことで防蝕性も向上することができる。   Further, further powder coating may be applied to the surface of the synthetic resin film 32a in a state where the inorganic particles 32b are partially exposed from the surface, thereby newly synthesizing between the inorganic particles 32b. The resin film 32a is formed, the inorganic particles 32b are more firmly embedded and held in the synthetic resin film 32a, and the thickness of the film is increased, whereby the corrosion resistance can also be improved.

また、流動浸漬法のほか、他の粉末塗装法を用いることができ、負に帯電させ接地した押え部材30の表面31に合成樹脂粉末塗料を噴射し、静電付着させたのち、押え部材30を加熱炉に入れ、付着した合成樹脂粉末塗料を溶融させて均一厚みの溶融被膜を形成する静電粉末塗装法や合成樹脂粉末塗料を火炎で溶融させながら押え部材30の表面31に吹付ける溶射法等を用いることもできる。   In addition to the fluid immersion method, other powder coating methods can be used, and after the synthetic resin powder paint is sprayed and electrostatically attached to the surface 31 of the holding member 30 which is negatively charged and grounded, the holding member 30 is Into the heating furnace to melt the deposited synthetic resin powder coating to form a molten film of uniform thickness, or spray spraying onto the surface 31 of the pressing member 30 while melting the synthetic resin powder coating by flame. A law etc. can also be used.

摩擦増大部32は、上記の合成樹脂被膜32aと、無機質粒体32bとで構成する場合のほか、図6に示すように、押え部材30の碇着部22と接触する表面に凹凸部を備える粗面加工部32Aを設けて構成することもできる。
粗面加工部32Aは、例えばショットブラストやグリットブラストなどで押え部材30の金属表面31を荒らすことで形成される。
粗面加工部32Aでは、合成樹脂被膜32aと無機質粒体32bを用いる場合には、無機質粒体32bが合成樹脂被膜32aの厚さの1/3以上の平均粒径のものが表面から1/3程度出ていれば良いことから、例えば、合成樹脂被膜32aの厚さを200μmとすれば、粗面加工部32Aの凹凸部が22μmとなるようにすれば良いことになる。そこで、表面粗さRZを25μm以上、除錆度をSa2以上とした粗面加工部32Aを形成する。
ここで、表面粗さRZは、最大高さとよばれる高さ方向のパラメータであり、断面曲線の基準長さの範囲内で最も高い部分(Rp)と、最も深い部分(Rv)との和の値で求められるものである。
このような摩擦増大部32を粗面加工部32Aで構成する場合にも、既に説明した可撓止水部材の固定構造10と同様に、アンカーボルト6を介して押え部材30を締め付ける軸力Pが一定であっても、押え部材30と可撓止水部材20の碇着部22との間の摩擦係数μを高めることで、可撓止水部材20に作用する碇着部22に対して引き抜く方向に加わる引張力Tに対する抵抗力Rを増大することができる。
これにより、高水圧によって可撓止水部材20に引張力Tが作用しても抵抗Rが大きくなるような、R>Tの関係を保持することができる。
In addition to the case where the friction increasing portion 32 is formed by the above-described synthetic resin film 32a and the inorganic particles 32b, as shown in FIG. The roughened portion 32A may be provided.
The roughened portion 32A is formed by roughening the metal surface 31 of the pressing member 30 by, for example, shot blasting or grit blasting.
When the synthetic resin film 32a and the inorganic particles 32b are used in the roughened portion 32A, the inorganic particles 32b having an average particle diameter of 1/3 or more of the thickness of the synthetic resin film 32a are 1 / from the surface. As long as the thickness of the synthetic resin film 32a is set to 200 μm, for example, it is sufficient if the thickness of the synthetic resin film 32a is set to 22 μm. Therefore, the roughened portion 32A having a surface roughness RZ of 25 μm or more and a rust removal degree of Sa2 or more is formed.
Here, the surface roughness RZ is a parameter in the height direction called maximum height, and is the sum of the highest portion (Rp) and the deepest portion (Rv) within the range of the reference length of the cross-sectional curve. It can be determined by the value.
Also in the case where such a friction increasing portion 32 is configured by the roughened portion 32A, the axial force P for tightening the pressing member 30 via the anchor bolt 6 similarly to the fixing structure 10 of the flexible water blocking member described above. Of the flexible water blocking member 20 by increasing the friction coefficient μ between the pressing member 30 and the bonding portion 22 of the flexible water blocking member 20. The resistance R against the tensile force T applied in the pull-out direction can be increased.
Thereby, even if the tensile force T acts on the flexible water blocking member 20 by high water pressure, the relationship of R> T can be maintained such that the resistance R becomes large.

このような可撓止水部材の固定構造10の施工は、図1に示すように、構造物1,2の目地部3を挟む内側表面に、所定の間隔(配置)でアンカーボルト6を取り付けておく。
アンカーボルト6の間隔および配置に基づき、可撓止水部材20の碇着部22にアンカーボルト6を挿通するボルト孔(図示せず)を形成しおく。また、押え部材30を所定長さとしたものを複数用意し、各押え部材30の碇着部22にアンカーボルト6を挿通する挿通孔33をアンカーボルト6の配置に合わせて形成しておく。
こうして準備が完了した後、構造物1,2の表面に、必要に応じてブチルゴムなどの止水材を配置し、可撓止水部材20の碇着部22のボルト孔にアンカーボルト6を挿通し、碇着部22を押えるように押え部材30の挿通孔33をアンカーボルト6に挿通する。
この後、押え部材30の外側にワッシャおよびナット8を取り付けてアンカーボルト6に締め付けることで、可撓止水部材20を固定する。
さらに、各アンカーボルト6に押え部材30を介して可撓止水部材20の碇着部22を締め付けることを繰り返して固定が完了する。
The construction of the fixing structure 10 of such a flexible water blocking member, as shown in FIG. 1, mounts the anchor bolts 6 at predetermined intervals (arrangement) on the inner surface sandwiching the joint portion 3 of the structures 1 and 2 Keep it.
Based on the spacing and arrangement of the anchor bolts 6, bolt holes (not shown) through which the anchor bolts 6 are inserted are formed in the anchoring portion 22 of the flexible water blocking member 20. Further, a plurality of pressing members 30 having a predetermined length are prepared, and insertion holes 33 through which the anchor bolts 6 are inserted are formed in the attachment portion 22 of each pressing member 30 in accordance with the arrangement of the anchor bolts 6.
After the preparation is completed, a water blocking material such as butyl rubber is disposed on the surfaces of the structures 1 and 2 as necessary, and the anchor bolt 6 is inserted into the bolt hole of the anchor portion 22 of the flexible water blocking member 20. Then, the insertion hole 33 of the pressing member 30 is inserted into the anchor bolt 6 so as to press the anchor portion 22.
Thereafter, a washer and a nut 8 are attached to the outer side of the pressing member 30, and the flexible water blocking member 20 is fixed by tightening the anchor bolt 6.
Further, the fastening portion 22 of the flexible water blocking member 20 is repeatedly tightened to each anchor bolt 6 via the pressing member 30 to complete the fixing.

この可撓止水部材の固定構造10によれば、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30の表面31と可撓止水部材20の碇着部22との間に押え部材30の摩擦増大部32や粗面加工部32Aが介在された状態で締め付けられているので、摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが大きくなり、高水圧が作用した場合の引き抜きを防止して止水性を確保することができる。
これにより、可撓止水部材20に加わる引張力Tをこれまでと同様に設定する場合には、押え部材30の表面31の摩擦増大部32や粗面加工部32Aで摩擦係数μを大きくした分だけ、押え部材30を薄くしたり、同一厚さの押え部材30に対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
According to the fixing structure 10 of the flexible water blocking member, even if the axial force P applied to the anchor bolt 6 is the same as before, the surface 31 of the pressing member 30 and the anchor portion 22 of the flexible water blocking member 20 Since it is tightened in a state in which the friction increasing portion 32 and the roughened portion 32A of the pressing member 30 are interposed between them, the resistance to the tensile force T applied to the flexible water blocking member 20 by the increased friction coefficient μ R becomes large, and it is possible to prevent water withdrawal when high water pressure is applied, and to ensure water shut-off.
Thus, when the tensile force T applied to the flexible water blocking member 20 is set to the same value as before, the coefficient of friction μ is increased in the friction increasing portion 32 and the roughened portion 32A of the surface 31 of the pressing member 30. The presser member 30 can be made thinner by the same amount or the clamping force by the anchor bolt 6 can be made smaller for the presser member 30 of the same thickness, and the anchor bolt 6 can be made thinner or the installation interval can be increased. It becomes.

また、既設の可撓止水部材20を交換する場合には、押え部材30の碇着部22と接触する表面に摩擦増大部32や粗面加工部32Aを形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32や粗面加工部32Aの摩擦係数μを大きくした分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rを大きくすることができ、止水性を向上することができる。   In addition, when replacing the existing flexible water blocking member 20, by using the friction increasing portion 32 or the roughened portion 32A formed on the surface of the pressing member 30 in contact with the welded portion 22, this is used. The resistance R against the tensile force T applied to the flexible water blocking member 20 is increased by an amount corresponding to the increase of the friction coefficient μ of the friction increasing portion 32 and the roughened portion 32A only by tightening with the same axial force P as before. Can improve water fastness.

次に、本発明の他の実施の形態について、図2により説明する。
本実施の形態の可撓止水部材の固定構造10Aでは、構造物1の表面と目地部3との角部に可撓止水部材20の取付溝部1Aを形成し、取付溝部1Aに可撓止水部材20を設置することで、流路内側への突き出し量を小さくして流路が狭くなることを防止する。
この可撓止水部材の固定構造10Aでは、構造物1の取付溝部1Aの表面を覆うように枠板部材40が配置される。枠板部材40は、鋼材を曲げ加工して短筒状に形成され、図2での表示状態の断面形状を基準に、水平な中間水平部41と、その両端に延設して目地部3を覆う第1垂直部42と、目地部3と平行な第2垂直部43とが一体に形成されており、分割したものを組み立てることで筒状とされる。
Next, another embodiment of the present invention will be described with reference to FIG.
In the fixing structure 10A of the flexible water blocking member of the present embodiment, the mounting groove portion 1A of the flexible water stopping member 20 is formed at the corner between the surface of the structure 1 and the joint portion 3 and the mounting groove portion 1A is flexible. By installing the water blocking member 20, the amount of protrusion to the inside of the flow path is reduced to prevent the flow path from being narrowed.
In the fixing structure 10A of the flexible water blocking member, the frame plate member 40 is disposed so as to cover the surface of the mounting groove portion 1A of the structure 1. The frame plate member 40 is formed into a short cylindrical shape by bending a steel material, and based on the cross-sectional shape of the display state in FIG. The first vertical portion 42 covering the first and second vertical portions 43 covering the joint portion 3 and the second vertical portion 43 parallel to the joint portion 3 are integrally formed.

枠板部材40は、水平な中間水平部41にアンカーボルト6を挿通するボルト孔(図示省略)が形成され、アンカーボルト6が挿通できるようにしてある。
この枠板部材40には、図2での表示状態の断面形状を基準に、横断面形状における水平な中間水平部41の表面41aと、第1垂直部42の一部の可撓止水部材20の碇着部22の端面と接触する表面42aと、に可撓止水部材20の碇着部22が接触されて取り付けられる。そこで、枠板部材40は、水平な中間水平部41の碇着部22と接触する表面41aと第1垂直部42の一部の碇着部22の端面と接触する表面42aに摩擦増大部44が設けてある。
摩擦増大部44は、既に説明した押え部材30の摩擦増大部32と同一のもので構成される。なお、摩擦増大部44を粗面加工部32Aで構成するようにしても良い。
In the frame plate member 40, a bolt hole (not shown) for inserting the anchor bolt 6 is formed in the horizontal middle horizontal portion 41 so that the anchor bolt 6 can be inserted.
On this frame plate member 40, the surface 41a of the horizontal middle horizontal portion 41 in the cross sectional shape and a portion of the flexible water blocking member of the first vertical portion 42 based on the cross sectional shape in the display state in FIG. The welding portion 22 of the flexible water blocking member 20 is brought into contact with and attached to the surface 42 a in contact with the end face of the welding portion 22. Therefore, the frame plate member 40 has a surface 41a in contact with the welding portion 22 of the horizontal middle horizontal portion 41 and a surface 42a in contact with the end face of the welding portion 22 of a part of the first vertical portion 42. Is provided.
The friction increasing portion 44 is configured the same as the friction increasing portion 32 of the pressing member 30 described above. The friction increasing portion 44 may be configured by the roughened portion 32A.

このような枠板部材40を備える可撓止水部材の固定構造10Aでは、例えば、構造物1は、枠板部材40をコンクリートの打設のための型枠とし予めアンカーボルト6とともに組み立てられ、コンクリートが打設されて構成される。
構造物1の取付溝部1Aの表面を覆う枠板部材40から突き出しているアンカーボルト6に、既に説明した可撓止水部材の固定構造10と同様に、可撓止水部材20の碇着部22のボルト孔を挿通し、碇着部22を挟んで押えるように押え部材30の挿通孔33をアンカーボルト6に挿通する。
この後、押え部材30の外側にワッシャおよびナット8を取り付けてアンカーボルト6に締め付けることで、可撓止水部材20を押え部材30と枠板部材40とで挟むようにして固定する。
さらに、各アンカーボルト6に押え部材30を介して可撓止水部材20の碇着部22を締め付けることを繰り返して可撓止水部材20を押え部材30と枠板部材40とで挟むようにして固定が完了する。
In the fixing structure 10A of the flexible water blocking member provided with such a frame plate member 40, for example, the structure 1 is assembled in advance together with the anchor bolt 6 by using the frame plate member 40 as a form for casting concrete Concrete is cast and constructed.
The anchor bolt 6 protruding from the frame plate member 40 covering the surface of the mounting groove portion 1A of the structure 1 is, like the fixing structure 10 of the flexible water blocking member described above, the anchored portion of the flexible water blocking member 20 The bolt holes 22 are inserted, and the insertion holes 33 of the pressing member 30 are inserted into the anchor bolt 6 so as to sandwich and press the anchor portion 22.
Thereafter, a washer and a nut 8 are attached to the outside of the pressing member 30 and tightened to the anchor bolt 6 so that the flexible water blocking member 20 is sandwiched between the pressing member 30 and the frame plate member 40 and fixed.
Further, the fastening portion 22 of the flexible water blocking member 20 is repeatedly tightened to each anchor bolt 6 via the pressing member 30 so that the flexible water blocking member 20 is sandwiched between the pressing member 30 and the frame plate member 40 and fixed. Is complete.

この可撓止水部材の固定構造10Aによれば、押え部材30の表面31と可撓止水部材20の碇着部22との間に押え部材30の摩擦増大部32が介在された状態となるとともに、さらに、枠板部材40の中間水平部41の表面41aおよび第1垂直部42の表面42aの摩擦増大部44が可撓止水部材20の碇着部22に介在された状態で締め付けられる。
これにより、可撓止水部材20の碇着部22は、表裏両側が摩擦増大部32,44で挟まれた状態となり、表裏で摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
したがって、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30の表面31および枠板部材40の表面41a,42aと可撓止水部材20の碇着部22との間に摩擦増大部32,44が介在された状態となり、可撓止水部材20に加わる引張力Tをこれまでと同様に設定する場合には、押え部材30の表面31および枠板部材40の表面41a,42aの摩擦増大部32,44で摩擦係数μを大きくした分だけ、押え部材30を薄くしたり、同一厚さの押え部材30に対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
According to the flexible water blocking member fixing structure 10A, the friction increasing portion 32 of the pressing member 30 is interposed between the surface 31 of the pressing member 30 and the hooking portion 22 of the flexible water blocking member 20. While the friction increasing portion 44 of the surface 41a of the middle horizontal portion 41 of the frame plate member 40 and the surface 42a of the first vertical portion 42 is interposed in the anchor portion 22 of the flexible water blocking member 20 Be
As a result, the hooked portion 22 of the flexible water blocking member 20 is sandwiched between the friction increasing portions 32 and 44 on both the front and back sides, and is added to the flexible water blocking member 20 by an increase in the friction coefficient μ on the front and back. The resistance R against the tensile force T is further increased, and it is possible to prevent the pullout when a high water pressure is applied, and to ensure a more excellent water barrier property.
Therefore, even if the axial force P applied to the anchor bolt 6 is the same as before, between the surface 31 of the pressing member 30 and the surfaces 41a and 42a of the frame plate member 40 and the welded portion 22 of the flexible water blocking member 20. When the friction increasing portions 32, 44 are interposed and the tensile force T applied to the flexible water blocking member 20 is set as before, the surface 31 of the pressing member 30 and the surface 41a of the frame plate member 40 are provided. , 42a, the thickness of the pressing member 30 can be reduced by an amount corresponding to the increase of the friction coefficient μ in the friction increasing portions 32, 44, or the clamping force by the anchor bolt 6 can be reduced for the pressing member 30 of the same thickness. It is also possible to make the bolt 6 thin and to increase the installation interval.

また、既設の可撓止水部材20を交換する場合には、構造物1の取付溝部1Aを構築する際に、摩擦増大部44を設けた枠板部材40を用いるとともに、押え部材30の表面31に摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32,44の摩擦係数μを大きくした分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rを一層大きくすることができ、止水性を一層向上することができる。
なお、摩擦増大部44を粗面加工部32Aで構成するようにしても良く、同様に、摩擦係数μを大きくすることができる。
Further, when replacing the existing flexible water blocking member 20, when constructing the mounting groove portion 1A of the structure 1, the frame plate member 40 provided with the friction increasing portion 44 is used, and the surface of the pressing member 30 is By forming the friction increasing portion 32 at 31, the flexible water blocking member 20 can be obtained by increasing the friction coefficient μ of the friction increasing portions 32 and 44 simply by tightening with the same axial force P as before. The resistance R against the applied tensile force T can be further increased, and the water fastness can be further improved.
The friction increasing portion 44 may be configured by the roughened portion 32A, and similarly, the friction coefficient μ can be increased.

次に、本発明の他の実施の形態について、図3により説明する。
本実施の形態の可撓止水部材の固定構造10Bでは、構造物1の中心軸方向と平行にアンカーボルト6を配置する構成および可撓止水部材20Aの碇着部22Aにボルト孔を形成せずに押え部材30Aで碇着部22Aの一部を挟むようにして固定する構成で、既に説明した可撓止水部材の固定構造10Aと相違する。
構造物1では、図3に示すように、その表面と目地部3との角部に可撓止水部材20の取付溝部1Aを形成し、取付溝部1Aに可撓止水部材20Aを設置することで、流路内側への突き出し量を小さくして流路が狭くなることを防止する。
この可撓止水部材の固定構造10Bでは、構造物1の取付溝部1Aの表面を覆うように枠板部材40が配置される。枠板部材40は、既に説明した固定構造10Aのものと同一の構成であり、枠板部材40の水平な中間水平部41の表面41aおよび第1垂直部42の表面42aに摩擦増大部44が形成してある。
枠板部材40は、第1垂直部42にアンカーボルト6を挿通する挿通孔(図示せず)が形成してある。なお、摩擦増大部44を粗面加工部32Aで構成するようにしても良い。
Next, another embodiment of the present invention will be described with reference to FIG.
In the fixing structure 10B of the flexible water blocking member of the present embodiment, a configuration in which the anchor bolt 6 is disposed in parallel with the central axis direction of the structure 1 and a bolt hole is formed in the welded portion 22A of the flexible water blocking member 20A. This configuration is different from the fixing structure 10A of the flexible water blocking member described above in a configuration in which a part of the anchor portion 22A is fixed by being pinched by the pressing member 30A.
In the structure 1, as shown in FIG. 3, the mounting groove portion 1A of the flexible water blocking member 20 is formed in the corner between the surface and the joint portion 3, and the flexible water blocking member 20A is installed in the mounting groove portion 1A. Thus, the amount of protrusion to the inside of the flow path is reduced to prevent the flow path from being narrowed.
In the fixing structure 10B of the flexible water blocking member, the frame plate member 40 is disposed so as to cover the surface of the mounting groove portion 1A of the structure 1. The frame plate member 40 has the same configuration as that of the fixed structure 10A described above, and the friction increasing portion 44 is provided on the surface 41a of the horizontal middle horizontal portion 41 and the surface 42a of the first vertical portion 42 of the frame plate member 40. It is formed.
The frame plate member 40 has an insertion hole (not shown) for inserting the anchor bolt 6 in the first vertical portion 42. The friction increasing portion 44 may be configured by the roughened portion 32A.

可撓止水部材20Aは、図3に示すように、碇着部22Aにアンカーボルト6の挿通するためのボルト孔を形成せず、押え部材30Aを碇着部22Aの一部に当てることで固定している。碇着部22Aは、その外側端縁部が構造物1の表面(図3における水平面)から離れるように突き出してL字状に形成されており、構造物1の表面と直交する垂直面(図3における垂直面)に碇着部22Aを当てて固定するようになっている。碇着部22Aは、L字状の交差部分に押え部材30Aを係止する係止溝23Aが形成してある。   As shown in FIG. 3, the flexible water blocking member 20A does not form a bolt hole for inserting the anchor bolt 6 in the anchoring portion 22A, but applies the pressing member 30A to a part of the anchoring portion 22A. It is fixed. The anchor portion 22A is formed in an L shape with its outer end edge protruding away from the surface of the structure 1 (horizontal plane in FIG. 3), and a vertical surface (figure in the figure perpendicular to the surface of the structure 1) The fixing portion 22A is placed on and fixed to the vertical surface in 3). The hooking portion 22A is formed with a locking groove 23A for locking the pressing member 30A at an L-shaped crossing portion.

押え部材30Aは、図3の図示状態の横断面形状において、アンカーボルト6の挿通孔33Aが形成され、挿通孔33Aより内側が碇着部22Aの端部に当てられる垂直押え部30aと、垂直押え部30aの上端に延設され枠板部材40の第1垂直部42側に突き出して締め付けに伴う傾きを防止する水平突出部30bと、垂直押え部30aの下端に略L字状に延設された水平押え部30cと、を備えて構成され、水平押え部30cの構造物1側の端部に碇着部22Aの係止溝23Aに係止する係止凸部30dが形成されている。
押え部材30Aは、挿通孔33Aより内側の垂直押え部30aの表面34およびこの表面34に続く係止凸部30dの表面34、さらに水平押え部30cの表面34に摩擦増大部32が設けられる。押え部材30Aには、可撓止水部材20Aの碇着部22と変形前に接触する表面だけでなく、変位・変形により押え部材30Aが接触する表面にも摩擦増大部32が設けてある。
なお、摩擦増大部32を粗面加工部32Aで構成するようにしても良い。
In the cross-sectional shape of the holding member 30A shown in FIG. 3, the insertion hole 33A of the anchor bolt 6 is formed, and the vertical holding portion 30a, which is inside the insertion hole 33A against the end of the hook 22A, is perpendicular A horizontally projecting portion 30b is provided extending to the upper end of the pressing portion 30a and protruding toward the first vertical portion 42 of the frame plate member 40 to prevent inclination due to tightening, and extending in a substantially L shape at the lower end of the vertical pressing portion 30a A locking projection 30d formed on the end portion of the horizontal pressing portion 30c on the structure 1 side to be locked to the locking groove 23A of the anchoring portion 22A .
In the pressing member 30A, the friction increasing portion 32 is provided on the surface 34 of the vertical pressing portion 30a inside the insertion hole 33A, the surface 34 of the locking projection 30d following the surface 34, and the surface 34 of the horizontal pressing portion 30c. In the pressing member 30A, the friction increasing portion 32 is provided not only on the surface of the flexible water blocking member 20A in contact with the wedged portion 22 before deformation but also on the surface on which the pressing member 30A contacts due to displacement / deformation.
The friction increasing portion 32 may be configured by the roughened portion 32A.

このような可撓止水部材の固定構造10Bでは、例えば、構造物1は、枠板部材40をコンクリートの打設のための型枠とし予めアンカーボルト6とともに組み立てられ、コンクリートが打設されて構成される。
構造物1の取付溝部1Aの表面を覆う枠板部材40から水平に突き出しているアンカーボルト6の下側に、可撓止水部材20Aの碇着部22Aを配置し、碇着部22Aの端部より内側を押えるように押え部材30Aの挿通孔33Aをアンカーボルト6に挿通する。これと同時に、押え部材30Aの係止凸部30dを碇着部22Aの係止溝23Aに係止した状態とする。
この後、押え部材30Aの外側にワッシャおよびナット8を取り付けてアンカーボルト6に締め付けることで、可撓止水部材20Aを押え部材30Aと枠板部材40とで挟むようにして固定する。
さらに、各アンカーボルト6に押え部材30Aを介して可撓止水部材20Aの碇着部22Aを締め付けることを繰り返して可撓止水部材20Aを押え部材30Aと枠板部材40とで挟むようにして固定が完了する。
この初期状態(図示せず)では、可撓止水部材20Aの碇着部22Aは、枠板部材40の中間水平部41の表面41aとは接触しない状態となっている。
なお、変位後の図3(a)では、可撓止水部材20Aは、紙面上で上側に変位した状態であって押え部材30Aの水平押え部30cと接触している。
また、変位後の図3(b)では、可撓止水部材20Aは、紙面上で下側に変位した状態であって枠板部材40の中間水平部41の表面41aと接触する。
In the fixing structure 10B of such a flexible water blocking member, for example, the structure 1 is assembled in advance together with the anchor bolt 6 by using the frame plate member 40 as a mold for casting concrete, and concrete is cast Configured
The anchored portion 22A of the flexible water blocking member 20A is disposed under the anchor bolt 6 projecting horizontally from the frame plate member 40 covering the surface of the attachment groove portion 1A of the structure 1, and the end of the anchored portion 22A The insertion hole 33A of the pressing member 30A is inserted into the anchor bolt 6 so as to press the inside of the portion. At the same time, the locking projection 30d of the pressing member 30A is locked in the locking groove 23A of the hooking portion 22A.
Thereafter, a washer and a nut 8 are attached to the outside of the pressing member 30A and tightened to the anchor bolt 6, so that the flexible water blocking member 20A is sandwiched and fixed by the pressing member 30A and the frame plate member 40.
Furthermore, the fastening portion 22A of the flexible water blocking member 20A is repeatedly tightened to each anchor bolt 6 via the pressing member 30A, and the flexible water blocking member 20A is fixed by being sandwiched between the pressing member 30A and the frame plate member 40. Is complete.
In this initial state (not shown), the fastening portion 22A of the flexible water blocking member 20A is not in contact with the surface 41a of the middle horizontal portion 41 of the frame plate member 40.
In FIG. 3A after displacement, the flexible water blocking member 20A is in a state of being displaced upward on the paper surface, and is in contact with the horizontal pressing portion 30c of the pressing member 30A.
Further, in FIG. 3B after displacement, the flexible water blocking member 20A is in a state of being displaced downward on the paper surface, and contacts the surface 41a of the middle horizontal portion 41 of the frame plate member 40.

この可撓止水部材の固定構造10Bによれば、可撓止水部材20Aが図3の紙面上方に変位した場合には、押え部材30Aの挿通孔33Aより内側の垂直押え部30aの表面34およびこの表面34に続く係止凸部30dの表面34、さらに水平押え部30cの表面34の摩擦増大部32が可撓止水部材20Aの碇着部22Aとの間に介在された状態となる。さらに、枠板部材40の第1垂直部42の表面42aの摩擦増大部44が可撓止水部材20Aの碇着部22Aに介在された状態で締め付けられている。
これにより、可撓止水部材20Aの碇着部22Aは、垂直に配置された表裏両側が摩擦増大部32,44で挟まれた状態となり、表裏で摩擦係数μが増加した分だけ可撓止水部材20Aに加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。変位した可撓止水部材20Aの碇着部22Aが押え部材30Aの水平押え部30cの表面34の摩擦増大部32と接触することによる抵抗力も作用する。
したがって、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30Aの垂直押え部30aの表面34およびこの表面34に続く係止凸部30dの表面34、さらに水平押え部30cの表面34と、枠板部材40の第1垂直部42の表面42aの可撓止水部材20Aの碇着部22Aとの間に摩擦増大部32,44が介在された状態となり、可撓止水部材20Aに加わる引張力Tをこれまでと同様に設定する場合には、押え部材30Aの垂直押え部30a、係止凸部30d、水平押え部30cの各表面34の摩擦増大部32および枠板部材40の表面41a,42aの摩擦増大部44で摩擦係数μを大きくした分だけ、押え部材30Aを薄くしたり、同一厚さの押え部材30Aに対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
According to the flexible water blocking member fixing structure 10B, when the flexible water blocking member 20A is displaced upward in the drawing of FIG. 3, the surface 34 of the vertical pressing portion 30a inside the insertion hole 33A of the pressing member 30A. And, the surface 34 of the locking convex portion 30d following the surface 34 and the friction increasing portion 32 of the surface 34 of the horizontal pressing portion 30c are interposed between it and the anchor portion 22A of the flexible water blocking member 20A. . Further, the friction increasing portion 44 of the surface 42a of the first vertical portion 42 of the frame plate member 40 is tightened in a state where it is interposed by the welded portion 22A of the flexible water blocking member 20A.
As a result, the anchor portion 22A of the flexible water blocking member 20A is in a state in which both the front and back sides arranged vertically are sandwiched between the friction increasing portions 32, 44, and the flexible stop by the increase in the friction coefficient μ on the front and back The resistance R against the tensile force T applied to the water member 20A is further increased, and it is possible to prevent the withdrawal when the high water pressure acts, and to ensure the more excellent water stopping property. The resistance by the displacement of the hooked portion 22A of the flexible water blocking member 20A and the friction increasing portion 32 of the surface 34 of the horizontal pressing portion 30c of the pressing member 30A also acts.
Therefore, even if the axial force P applied to the anchor bolt 6 is the same as before, the surface 34 of the vertical pressing portion 30a of the pressing member 30A, the surface 34 of the locking projection 30d following this surface 34, and the horizontal pressing portion 30c. The friction increasing portions 32, 44 are interposed between the surface 34 and the bonding portion 22A of the flexible water blocking member 20A of the surface 42a of the first vertical portion 42 of the frame plate member 40, and the water blocking When setting the tensile force T applied to the member 20A in the same manner as the above, the friction increasing portion 32 and the frame plate of each surface 34 of the vertical pressing portion 30a, the locking convex portion 30d and the horizontal pressing portion 30c of the pressing member 30A. The presser member 30A is made thinner by an amount corresponding to an increase in the coefficient of friction μ at the friction increasing portion 44 of the surfaces 41a and 42a of the member 40, or the presser member 30A having the same thickness is tightened by the anchor bolt 6 The can be reduced, or as thin anchor bolt 6, it is possible to increase the installation interval.

また、可撓止水部材20Aが図3の紙面下方に変位した場合には、押え部材30Aの挿通孔33Aより内側の垂直押え部30aの表面34およびこの表面34に続く係止凸部30dの表面34の摩擦増大部32が可撓止水部材20Aの碇着部22Aとの間に介在された状態となる。さらに、枠板部材40の中間水平部41の表面41aおよび第1垂直部42の表面42aの摩擦増大部44が可撓止水部材20Aの碇着部22Aに介在された状態で締め付けられる。
これにより、可撓止水部材20Aの碇着部22Aは、垂直に配置された表裏両側が摩擦増大部32,44で挟まれた状態となり、表裏で摩擦係数μが増加した分だけ可撓止水部材20Aに加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。変位した可撓止水部材20Aの碇着部22Aが枠板部材40の中間水平部41の表面41aの摩擦増大部44と接触することによる抵抗力も作用する。
したがって、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30Aの垂直押え部30aの表面34およびこの表面34に続く係止凸部30dの表面34と、枠板部材40の表面42aの可撓止水部材20Aの碇着部22Aとの間に摩擦増大部32,44が介在された状態となり、可撓止水部材20Aに加わる引張力Tをこれまでと同様に設定する場合には、押え部材30Aの表面31および枠板部材40の表面42aの摩擦増大部32,44で摩擦係数μを大きくした分だけ、押え部材30Aを薄くしたり、同一厚さの押え部材30Aに対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
Further, when the flexible water blocking member 20A is displaced downward in the paper surface of FIG. 3, the surface 34 of the vertical pressing portion 30a inside the insertion hole 33A of the pressing member 30A and the locking convex portion 30d following the surface 34. It will be in the state where friction increase part 32 of surface 34 was interposed between welding part 22A of flexible water-stop member 20A. Further, the friction-increasing portion 44 of the surface 41a of the middle horizontal portion 41 of the frame plate member 40 and the surface 42a of the first vertical portion 42 is tightened in a state where it is interposed by the wedging portion 22A of the flexible water blocking member 20A.
As a result, the anchor portion 22A of the flexible water blocking member 20A is in a state in which both the front and back sides arranged vertically are sandwiched between the friction increasing portions 32, 44, and the flexible stop by the increase in the friction coefficient μ on the front and back The resistance R against the tensile force T applied to the water member 20A is further increased, and it is possible to prevent the withdrawal when the high water pressure acts, and to ensure the more excellent water stopping property. Resistive force is also exerted by the displacement of the hooked portion 22A of the flexible water blocking member 20A with the friction increasing portion 44 of the surface 41a of the middle horizontal portion 41 of the frame plate member 40.
Therefore, even if the axial force P applied to the anchor bolt 6 is the same as before, the surface 34 of the vertical pressing portion 30a of the pressing member 30A and the surface 34 of the locking projection 30d following the surface 34 and the frame plate member 40 The friction increasing portions 32, 44 are interposed between the surface 42a and the anchor portion 22A of the flexible water blocking member 20A, and the tensile force T applied to the flexible water blocking member 20A is set as before. In this case, the presser member 30A is made thinner by an amount corresponding to the increase of the friction coefficient μ at the surface 31 of the presser member 30A and the surface 32a of the frame plate member 40 or the presser member 30A of the same thickness. On the other hand, the tightening force by the anchor bolt 6 can be reduced, and the anchor bolt 6 can be made thin and the installation interval can be increased.

また、既設の可撓止水部材20Aを交換する場合には、構造物1の取付溝部1Aを構築する際に、摩擦増大部44を設けた枠板部材40を用いるとともに、押え部材30Aに摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32,44の摩擦係数μを大きくした分だけ可撓止水部材20Aに加わる引張力Tに対する抵抗力Rを一層大きくすることができ、止水性を一層向上することができる。
なお、摩擦増大部32,44を粗面加工部32Aで構成するようにしても良く、同様に、摩擦係数μを大きくすることができる。
Further, when replacing the existing flexible water blocking member 20A, when constructing the mounting groove portion 1A of the structure 1, the frame plate member 40 provided with the friction increasing portion 44 is used, and the friction in the pressing member 30A By using the increase portion 32 formed, the tensile force applied to the flexible water blocking member 20A by the amount by which the friction coefficient μ of the friction increase portions 32, 44 is increased only by tightening with the same axial force P as before. The resistance R against T can be further increased, and the water barrier property can be further improved.
The friction increasing portions 32 and 44 may be configured by the roughened portion 32A, and the friction coefficient μ can be similarly increased.

次に、本発明のさらに他の実施の形態について、図4により説明する。
本実施の形態の可撓止水部材の固定構造10Cでは、可撓止水部材20Bの碇着部22Bを押え部材30Bで押さえる場合に、押え部材30Bを直接アンカーボルト6で押さえることなく、アンカーボルト6で固定される固定部材50を介して固定するように構成したものである。これにより、アンカーボルト6の配置に合わせて可撓止水部材20Bおよび押え部材30Bにアンカーボルト用の穴をあける必要をなくし、施工前の準備を容易としている。
この可撓止水部材の固定構造10Cでは、可撓止水部材20Bは、図4に示すように、碇着部22Bに押え部材30Bからの抜け出しに抵抗する凸条部23Bが端縁部の外側端に突き出すように一体に形成され、例えば、横断面形状が略円弧と矩形を組み合わせた形状に形成される。
なお、凸条部23Bの形状は、既に説明したように、横断面形状を略円弧と矩形を組み合わせた形状とする場合に限らず、図示省略したが、台形状や頂部が外側に突き出し底辺が端縁の碇着部22B上に位置して一体に形成された三角形状などであっても良く、その形状は、何ら限定するものでなく、押え部材30Bからの抜け出しに抵抗できる形状であれば良い。
Next, another embodiment of the present invention will be described with reference to FIG.
In the flexible water blocking member fixing structure 10C of the present embodiment, when pressing the hooking portion 22B of the flexible water blocking member 20B with the pressing member 30B, the anchor 30 does not directly press the pressing member 30B. It is configured to be fixed via the fixing member 50 fixed by the bolt 6. This eliminates the need for drilling holes for the anchor bolt in the flexible water blocking member 20B and the pressing member 30B in accordance with the arrangement of the anchor bolt 6, thereby facilitating preparation before construction.
In the flexible water blocking member fixing structure 10C, as shown in FIG. 4, the flexible water blocking member 20B has a ridge portion 23B at its end edge portion that resists detachment from the pressing member 30B at the anchoring portion 22B. It is integrally formed so as to protrude to the outer end, and for example, the cross-sectional shape is formed into a shape combining a substantially arc and a rectangle.
The shape of the ridges 23B is not limited to the case where the cross-sectional shape is a combination of a substantially arc and a rectangle, as described above, and although not shown, the trapezoidal shape or the top protrudes outward and the base is The shape may be a triangular shape etc. which were located on the edge adhesion part 22B and formed integrally, and the shape is not limited at all, as long as it is a shape that can resist the detachment from the pressing member 30B. good.

押え部材30Bは、図4に示す横断面形状において、上方が開口した略コ字状のリップ溝型形状に形成されて構成される。このリップ溝型形状の横断面形状により平板状とする場合に比べ、同一の剛性を確保しながら、重量を1/3程度に軽量化することができる。
なお、押え部材30Bは、その溝内に、例えば、溝深さと略同一の直方体状の補強部材や断面コ字状のC型鋼の補強部材などを介在させて補強するようにしても良い。
この押え部材30Bは、アンカーボルト6で直接構造物1に固定することなく、可撓止水部材20Bの碇着部22Bの外側に配置されるアンカーボルト6で固定部材50を締め付け、固定部材50を介して押え部材30Bを固定する。
The pressing member 30B is configured to be formed in a substantially U-shaped lip groove shape whose upper side is opened in the cross-sectional shape shown in FIG. The weight can be reduced to about 1/3 while securing the same rigidity as compared with the case where the cross-sectional shape of the lip groove shape is made flat.
The pressing member 30B may be reinforced by interposing, for example, a rectangular parallelepiped reinforcing member substantially the same as the groove depth or a C-shaped steel reinforcing member having a U-shaped cross section in the groove.
The pressing member 30B clamps the fixing member 50 with the anchor bolt 6 disposed on the outside of the hooking portion 22B of the flexible water blocking member 20B without directly fixing the structure 1 with the anchor bolt 6. The pressing member 30B is fixed via the

固定部材50は、アンカーボルト6で挿通固定される中間板状部51を備えてアンカーボルト6用のボルト孔(図示せず)が形成され、中間板状部51の両側を内側に曲げ起こすように曲げ加工して側板部52が形成してある。側板部52のそれぞれの先端部に押え部材30Bを押える押えアーム部53が突き出すように形成されるとともに、側板部52のそれぞれの基端部に中間板状部51と空間を隔てて同一面をなし構造物1に当接されるように内側に突き出した弾性当接部54を一体に形成して構成されている。そして、固定部材50では、押えアーム部53の突き出し長さが押え部材30Bの溝幅と略同一の長さとされ、押えアーム部53の先端部は押え部材30Bの外側に僅かに突き出す状態としてある。これにより、可撓止水部材20Bが大きく変位しても固定部材50と可撓止水部材20Bとの干渉や互いの損傷を防止できるようにしている。   The fixing member 50 is provided with an intermediate plate-like portion 51 fixedly inserted and fixed by the anchor bolt 6 so that bolt holes (not shown) for the anchor bolt 6 are formed and both sides of the intermediate plate-like portion 51 are bent inward The side plate portion 52 is formed by bending. The pressing arm portion 53 for pressing the pressing member 30B is formed to project from the tip end of each side plate portion 52, and the same end face is separated from the intermediate plate-like portion 51 at each base end portion of each side plate portion 52. The elastic contact part 54 which protrudes inward so that it may be contact | abutted to the empty structure 1 is integrally formed, and is comprised. In the fixing member 50, the protruding length of the pressing arm 53 is substantially the same as the groove width of the pressing member 30B, and the tip end of the pressing arm 53 slightly protrudes outside the pressing member 30B. . Thereby, even if the flexible water blocking member 20B is largely displaced, the interference between the fixing member 50 and the flexible water blocking member 20B and the mutual damage can be prevented.

固定部材50には、押えアーム部53の下面に押え部材30Bの溝内に突き出して係止される係止突出部55が形成してあり、係止突出部55が押え部材30Bの溝幅と略同一の大きさとされ、係止突出部55の前後で係止できるようにしてある。
なお、係止突出部55の突出量は可撓止水部材20Bの変位により押え部材30Bが移動しないようにできれば良い。
また、固定部材50は、中間板状部51の下面から側板部52の押えアーム部53の下面までの距離(側板部の高さに相当)をアンカーボルト6に締め付けたときに、押え部材30Bを介して可撓止水部材20Bの碇着部22Bを構造物1に圧着するのに必要な面圧を発生できるように設定してある。
In the fixing member 50, a locking projection 55 is formed on the lower surface of the pressing arm 53 so as to be protruded and locked in the groove of the pressing member 30B, and the locking projection 55 corresponds to the groove width of the pressing member 30B. It has substantially the same size and can be locked before and after the locking protrusion 55.
The amount of projection of the locking projection 55 may be such that the pressing member 30B does not move due to the displacement of the flexible water blocking member 20B.
Further, when the fixing member 50 clamps the distance from the lower surface of the middle plate 51 to the lower surface of the pressing arm 53 of the side plate 52 (corresponding to the height of the side plate) to the anchor bolt 6, the pressing member 30B It is set so that the surface pressure necessary to press-bond the welded portion 22B of the flexible water blocking member 20B to the structure 1 can be generated.

さらに、押え部材30Bは、開口部と反対の底部の外側の表面31Bに摩擦増大部32が形成してある。摩擦増大部32の構成は、既に説明した摩擦増大部32,44と同一のものである。
押え部材30Bは、押え部材30Bと可撓性止水部材20Bの碇着部22Bとの間の摩擦係数μを高めることで、摩擦抵抗、すなわち、可撓止水部材20Bに作用する水圧によって碇着部22Bを引き抜く方向に加わる引張力Tに対する抵抗力Rを増大する。
なお、摩擦増大部32を粗面加工部32Aで構成するようにしても良く、同様に、摩擦係数μを大きくすることができる。
Further, the pressing member 30B has a friction increasing portion 32 formed on the outer surface 31B of the bottom opposite to the opening. The configuration of the friction increasing portion 32 is the same as the friction increasing portions 32 and 44 described above.
The pressing member 30B increases the coefficient of friction μ between the pressing member 30B and the anchor portion 22B of the flexible water blocking member 20B, thereby causing friction by the frictional resistance, that is, the pressure by the water pressure acting on the flexible water blocking member 20B. The resistance R against the tensile force T applied in the direction of pulling out the attached portion 22B is increased.
The friction increasing portion 32 may be configured by the roughened portion 32A, and the friction coefficient μ can be similarly increased.

次に、このような押え部材30Bおよび固定部材50を用いる可撓止水部材の固定構造10Cでは、予め、可撓止水部材20B、押え部材30Bおよび固定部材50を工場で製作するとともに、施工現場では、可撓止水部材20Bの碇着部22Bの外側となる構造物1にアンカーボルト6を植設する。
こうして準備が完了した後、構造物1,2の表面に、必要に応じてブチルゴムなどの止水材を配置し、可撓止水部材20Bの碇着部22Bを押えるように押え部材30Bを配置する。
この後、固定部材50の中間板状部51のボルト挿通孔にアンカーボルト6を挿通し、固定部材50の押えアーム部53を押え部材30Bの開口部に位置させる。そして、固定部材50に挿通したアンカーボルト6の外側にワッシャおよびナット8を取り付けて締め付けることで固定部材50を介して押え部材30Bを締め付けて可撓止水部材20Bを固定する。
このようにして、各アンカーボルト6に固定部材50を締め付けることを繰り返して固定部材50を介して押え部材30Bで可撓止水部材20Bの碇着部22Bの固定が完了する。
Next, in the flexible water blocking member fixing structure 10C using such a pressing member 30B and the fixing member 50, the flexible water blocking member 20B, the pressing member 30B and the fixing member 50 are manufactured in advance in a factory At the site, the anchor bolt 6 is implanted in the structure 1 which is the outside of the anchor portion 22B of the flexible water blocking member 20B.
After the preparation is completed in this way, a water blocking material such as butyl rubber is disposed on the surfaces of the structures 1 and 2 as necessary, and the pressing member 30B is disposed to press the anchored portion 22B of the flexible water blocking member 20B. Do.
Thereafter, the anchor bolt 6 is inserted into the bolt insertion hole of the intermediate plate 51 of the fixing member 50, and the pressing arm 53 of the fixing member 50 is positioned at the opening of the pressing member 30B. Then, a washer and a nut 8 are attached to the outside of the anchor bolt 6 inserted into the fixing member 50 and tightened to clamp the pressing member 30B via the fixing member 50 and fix the flexible water blocking member 20B.
In this manner, the fastening of the fixing member 50 to each anchor bolt 6 is repeated, and the fixing of the sheathing portion 22B of the flexible water blocking member 20B is completed by the pressing member 30B via the fixing member 50.

この可撓止水部材の固定構造10Cによれば、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30Bの表面31Bと可撓止水部材20Bの碇着部22Bとの間に押え部材30Bの摩擦増大部32が介在された状態で締め付けられているので、摩擦係数μが増加した分だけ可撓止水部材20Bに加わる引張力Tに対する抵抗力Rが大きくなり、高水圧が作用した場合の引き抜きを防止して止水性を確保することができる。
これにより、可撓止水部材20Bに加わる引張力Tをこれまでと同様に設定する場合には、押え部材30Bの表面31Bの摩擦増大部32で摩擦係数μを大きくした分だけ、押え部材30Bを薄くしたり、同一厚さの押え部材30Bに対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
また、押え部材30Bを直接アンカーボルト6に締め付けることなく、固定部材50を介して締め付けるようにしたので、アンカーボルト6の配置に合わせて押え部材30Bや可撓止水部材20Bを製作する必要がなく、簡単に製作することができ、施工に要する工期を短縮することができる。
According to the fixing structure 10C of the flexible water blocking member, even if the axial force P applied to the anchor bolt 6 is the same as before, the surface 31B of the pressing member 30B and the welded portion 22B of the flexible water blocking member 20B Since it is tightened in a state where the friction increasing portion 32 of the pressing member 30B is interposed therebetween, the resistance R against the tensile force T applied to the flexible water blocking member 20B is increased by an amount corresponding to the increase of the friction coefficient μ. It is possible to prevent water withdrawal when water pressure acts, and to secure water blocking.
Thus, when setting the tensile force T applied to the flexible water blocking member 20B in the same manner as before, the pressing member 30B is increased by the amount by which the friction coefficient μ is increased in the friction increasing portion 32 of the surface 31B of the pressing member 30B. For the pressing member 30B having the same thickness, the clamping force by the anchor bolt 6 can be reduced, the anchor bolt 6 can be made thin, and the installation interval can be increased.
Further, since the pressing member 30B is tightened via the fixing member 50 without directly tightening the anchor bolt 6, it is necessary to manufacture the pressing member 30B and the flexible water blocking member 20B in accordance with the arrangement of the anchor bolt 6. It can be manufactured easily, and the construction period required for construction can be shortened.

また、既設の可撓止水部材20Bを交換する場合には、押え部材30Bの碇着部22Bと接触する表面31Bに摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32の摩擦係数μを大きくした分だけ可撓止水部材20Bに加わる引張力Tに対する抵抗力Rを大きくすることができ、止水性を向上することができる。
なお、摩擦増大部32を粗面加工部32Aで構成するようにしても良く、同様に、摩擦係数μを大きくすることができる。
In addition, when replacing the existing flexible water blocking member 20B, the same shaft as before can be obtained by using the friction increasing portion 32 formed on the surface 31B in contact with the welding portion 22B of the pressing member 30B. Only by tightening with the force P, the resistance R against the tensile force T applied to the flexible water blocking member 20B can be increased by an amount corresponding to the increase of the friction coefficient μ of the friction increasing portion 32, and the water blocking performance can be improved. .
The friction increasing portion 32 may be configured by the roughened portion 32A, and the friction coefficient μ can be similarly increased.

次に、本発明の他の実施の形態について、図5により説明する。
本実施の形態の可撓止水部材の固定構造10Dでは、押え部材30Cの構成が異なるものであり、押え部材30Cは、可撓止水部材20の碇着部22に押し込んで面圧を高める面圧部材36を備える。
押え部材30Cは、目地部3の周方向に複数に分割された鋼板等の金属板からなり、複数の押え部材30Cは、可撓止水部材20の碇着部22上に環状に配置される。
押え部材30Cは、押え部材30Cの長手方向に所定間隔で幅方向中央部に複数のボルト用の挿通孔33が穿設されており、押え部材30Cの碇着部22と対向する表面の幅方向において挿通孔33を挟む両側に2条の面圧部材36を備えている。面圧部材36は、例えば、丸鋼で構成され、その外周両側を押え部材30Cの表面31に溶接することにより固定されている。
押え部材30Cの面圧部材36の表面には、図5(a)に示すように、摩擦増大部32が設けられている。摩擦増大部32は、既に説明した摩擦増大部32と同一のもので構成される。また、摩擦増大部32を粗面加工部32Aで構成するようにしても良い。
押え部材30Cは、図5(b)に示すように、面圧部材36の表面に加えて押え部材30Cの表面31にも摩擦増大部32を設けるようにしても良い。
また、この可撓止水部材の固定構造10Dでは、構造物1の取付溝部1Aの表面を覆うように枠板部材40が配置される。枠板部材40は、既に説明した可撓止水部材の固定構造10Aに設置したものと同一であるので、同一部分に同一符号を記し、重複する説明は、省略する。
この場合の枠板部材40には、図5に示すように、枠板部材40への摩擦増大部の形成を省略ようにしても良いが、図2に示したように、枠板部材40の水平な中間水平部41の可撓止水部材20の碇着部22と接触する表面41aと第1垂直部42の一部の碇着部22の端面と接触する表面42aにそれぞれ摩擦増大部44(図2参照)を設けるようにしても良い。摩擦増大部44は、既に説明した押え部材30,30Cの摩擦増大部32と同一のもので構成される。
Next, another embodiment of the present invention will be described with reference to FIG.
In the flexible water blocking member fixing structure 10D of the present embodiment, the configuration of the pressing member 30C is different, and the pressing member 30C is pushed into the anchor portion 22 of the flexible water blocking member 20 to increase the surface pressure. A surface pressure member 36 is provided.
The pressing member 30C is formed of a metal plate such as a steel plate divided into a plurality of pieces in the circumferential direction of the joint portion 3, and the plurality of pressing members 30C are annularly disposed on the bonding portion 22 of the flexible water blocking member 20. .
In the pressing member 30C, a plurality of bolt insertion holes 33 are formed at a central portion in the width direction at predetermined intervals in the longitudinal direction of the pressing member 30C, and the width direction of the surface of the pressing member 30C facing the binding part 22 In the above, two surface pressure members 36 are provided on both sides sandwiching the insertion hole 33. The surface pressure member 36 is made of, for example, round steel, and is fixed by welding the outer peripheral sides thereof to the surface 31 of the pressing member 30C.
As shown in FIG. 5A, a friction increasing portion 32 is provided on the surface of the surface pressure member 36 of the pressing member 30C. The friction increasing portion 32 is configured the same as the friction increasing portion 32 described above. Further, the friction increasing portion 32 may be configured by the roughened portion 32A.
In addition to the surface of the surface pressure member 36, as shown in FIG. 5B, the pressure member 30C may be provided with the friction increasing portion 32 also on the surface 31 of the pressure member 30C.
Further, in the fixing structure 10 D of the flexible water blocking member, the frame plate member 40 is disposed so as to cover the surface of the mounting groove portion 1 A of the structure 1. The frame plate member 40 is the same as the frame plate member 40 installed in the flexible water blocking member fixing structure 10A described above, so the same reference numerals will be given to the same portions, and overlapping descriptions will be omitted.
In the frame plate member 40 in this case, as shown in FIG. 5, the formation of the friction increasing portion on the frame plate member 40 may be omitted. However, as shown in FIG. The surface 41a of the horizontal middle horizontal portion 41 in contact with the anchoring portion 22 of the flexible water blocking member 20 and the surface 42a of the first vertical portion 42 in contact with the end face of the anchoring portion 22 (See FIG. 2) may be provided. The friction increasing portion 44 is configured the same as the friction increasing portion 32 of the pressing members 30 and 30C described above.

このような面圧部材36を備え、面圧部材36の表面及び/または押え部材30Cの表面31に摩擦増大部32が形成された押え部材30Cでは、可撓止水部材20の碇着部22のボルト孔にアンカーボルト6を挿通し、碇着部22を挟んで押えるように押え部材30Cの挿通孔33をアンカーボルト6に挿通する。
この後、押え部材30Cの外側にワッシャおよびナット8を取り付けてアンカーボルト6に締め付けることで、可撓止水部材20を押え部材30Cと枠板部材40とで挟むようにして固定する。
さらに、各アンカーボルト6に押え部材30Cを介して可撓止水部材20の碇着部22を締め付けることを繰り返して可撓止水部材20を押え部材30Cと枠板部材40とで挟むようにして固定が完了する。
In the case of a pressing member 30C provided with such a surface pressure member 36 and having the friction increasing portion 32 formed on the surface of the surface pressing member 36 and / or the surface 31 of the pressing member 30C, the welded portion 22 of the flexible water blocking member 20 The anchor bolt 6 is inserted into the bolt hole, and the insertion hole 33 of the pressing member 30C is inserted into the anchor bolt 6 so as to sandwich and press the anchor portion 22.
Thereafter, a washer and a nut 8 are attached to the outside of the pressing member 30C and tightened to the anchor bolt 6, thereby sandwiching and fixing the flexible water blocking member 20 between the pressing member 30C and the frame plate member 40.
Further, the fastening portion 22 of the flexible water blocking member 20 is repeatedly tightened to each anchor bolt 6 via the pressing member 30C, and the flexible water blocking member 20 is fixed by being sandwiched between the pressing member 30C and the frame plate member 40. Is complete.

こうして締め付けられた押え部材30Cでは、押え部材30Cの面圧部材36が碇着部22の中に押し込まれる結果、押し込まれた部分の碇着部22の肉が面圧部材36の両側に盛り上がって、一種の突条を形成し、押え部材30Cの幅方向(可撓止水部材20の軸方向)において、押え部材30Cの両側に2本の可撓止水部材20による突条が形成されることになり、それによって碇着部22の表面における面圧を高めることができ、止水効果を向上することができる。
これに加えて面圧部材36の表面に摩擦増大部32が設けてあるので、面圧部材36と可撓止水部材20の碇着部22との間に摩擦増大部32が介在された状態となり、面圧Pが高められた状態で摩擦係数μも大きくなって、面圧Pの上昇及び摩擦係数μの増加の相乗効果により、可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
In the holding member 30C thus tightened, as a result of the surface pressure member 36 of the holding member 30C being pushed into the hooking portion 22, the meat of the hooking portion 22 of the pushed-in portion is raised on both sides of the surface pressure member 36 Forms a kind of ridge, and two ridges of flexible water blocking member 20 are formed on both sides of the pressing member 30C in the width direction of the pressing member 30C (axial direction of the flexible water blocking member 20) As a result, the surface pressure on the surface of the welded portion 22 can be increased, and the water blocking effect can be improved.
In addition to this, since the friction increasing portion 32 is provided on the surface of the surface pressure member 36, the state in which the friction increasing portion 32 is interposed between the surface pressure member 36 and the welded portion 22 of the flexible water blocking member 20 When the surface pressure P is increased, the coefficient of friction μ also increases, and the synergetic effect of the increase in the surface pressure P and the increase in the coefficient of friction μ makes the resistance R against the tensile force T applied to the flexible water blocking member 20 Can be prevented, and it is possible to prevent the withdrawal when a high water pressure acts and to ensure a more excellent water barrier property.

なお、図5では図示省略したが、図2で説明したように、枠板部材40に摩擦増大部44を設けるようにすれば、枠板部材40の中間水平部41の表面41aおよび第1垂直部42の表面42aの摩擦増大部44が可撓止水部材20の碇着部22に介在された状態で締め付けられる。これにより、面圧上昇の効果に加え、可撓止水部材20の碇着部22は、表裏両側が摩擦増大部32,44で挟まれた状態となり、表裏で摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
したがって、可撓止水部材の固定構造10Dによれば、アンカーボルト6に加える軸力Pをこれまでと同一としても、押え部材30Cの面圧部材36及びその表面の摩擦増大部32により、面圧Pおよび摩擦係数μを大きくした分だけ、押え部材30Cを薄くしたり、同一厚さの押え部材30Cに対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
Although not illustrated in FIG. 5, as described in FIG. 2, if the frame plate member 40 is provided with the friction increasing portion 44, the surface 41 a of the middle horizontal portion 41 of the frame plate member 40 and the first vertical It is tightened in a state where the friction increasing portion 44 of the surface 42 a of the portion 42 is interposed in the anchor portion 22 of the flexible water blocking member 20. As a result, in addition to the effect of the increase in surface pressure, the bonding portion 22 of the flexible water blocking member 20 is sandwiched between the friction increasing portions 32 and 44 on both the front and back sides, and the friction coefficient μ is increased on the front and back sides. The resistance R against the tensile force T applied to the flexible water blocking member 20 is further increased, and it is possible to prevent the withdrawal when the high water pressure acts, and to ensure the more excellent water blocking property.
Therefore, according to the fixing structure 10D of the flexible water blocking member, even if the axial force P applied to the anchor bolt 6 is the same as before, the surface pressure member 36 of the pressing member 30C and the friction increasing portion 32 of the surface thereof The presser member 30C can be made thinner by the amount by which the pressure P and the coefficient of friction μ are increased, or the clamping force by the anchor bolt 6 can be made smaller for the presser member 30C of the same thickness. It also becomes possible to increase the installation interval.

また、面圧部材36を設けることで、可撓止水部材20を構成するゴム等の材料が可撓止水部材20の軸方向に流動して碇着部22が肉薄になることが防止され、一層確実に止水を維持することができる。   Further, by providing the surface pressure member 36, it is possible to prevent the material of the flexible water blocking member 20, such as rubber, from flowing in the axial direction of the flexible water blocking member 20 and thinning the adhesion portion 22. The water stop can be maintained more reliably.

また、既設の可撓止水部材20を交換する場合には、構造物1の取付溝部1Aを構築する際に、摩擦増大部44を設けた枠板部材40を用いるとともに、押え部材30Cの表面31に面圧部材36を設けてその表面に摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、面圧部材36により面圧を増大できるとともに、摩擦増大部32,44の摩擦係数μを大きくした分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rを一層大きくすることができ、止水性を一層向上することができる。
なお、摩擦増大部32,44を粗面加工部32Aで構成するようにしても良く、同様に、摩擦係数μを大きくすることができる。
In addition, when replacing the existing flexible water blocking member 20, when constructing the mounting groove portion 1A of the structure 1, the frame plate member 40 provided with the friction increasing portion 44 is used, and the surface of the pressing member 30C By providing the surface pressure member 36 on the surface 31 and forming the friction increasing portion 32 on the surface, the surface pressure member 36 can increase the surface pressure simply by tightening with the same axial force P as before. The resistance R against the tensile force T applied to the flexible water blocking member 20 can be further increased by an amount corresponding to the increase of the friction coefficient μ of the friction increasing portions 32, 44, and the water blocking property can be further improved.
The friction increasing portions 32 and 44 may be configured by the roughened portion 32A, and the friction coefficient μ can be similarly increased.

次に、本発明の可撓止水部材の固定構造10の実施例について比較例とともに、説明する。
本実施例では、摩擦増大部32による止水性について水圧試験を行って確認した。
水圧試験は、図5に示すように、水圧試験装置60を用意し、可撓止水部材20を押える異なる表面の押え部材30を用意して試験を行った。
試験では、可撓止水部材20の両側を試験用の押え部材30で押さえるとともに、他の周囲を密封し、内部から加圧ポンプ61により水圧を作用させ、水圧を圧力計62で測定するとともに、押え部材30で押えた部分からの漏水の有無を調べた。
Next, an embodiment of the fixing structure 10 of the flexible water blocking member of the present invention will be described together with a comparative example.
In this example, the water resistance test by the friction increasing portion 32 was performed to confirm.
As shown in FIG. 5, the water pressure test was performed by preparing a water pressure test device 60 and preparing pressing members 30 of different surfaces for pressing the flexible water blocking member 20.
In the test, both sides of the flexible water blocking member 20 are held down by the test pressing member 30 and the other periphery is sealed, and water pressure is applied from inside by the pressure pump 61 and the water pressure is measured by the pressure gauge 62. The presence or absence of water leakage from the portion pressed by the pressing member 30 was examined.

(実施例)
押え部材30として表面31(図1参照)に摩擦増大部32として飽和ポリエステルの合成樹脂被膜32aにシリカの無機質粒子32bを一部が露出するように埋設して摩擦増大部32を形成した。
可撓止水部材20として補強布を2枚内層したゴムシートを用い、ゴムシートの両側を押え部材30で押えた状態で水圧を0.05MPaから設計上止水性が必要とされる水圧(0.30MPa)まで高め、漏水の有無を目視した。
その結果、水圧を設計上必要とされる0.30MPaまで高めても押え部材30からの漏水は生じなかった。
(Example)
The friction increase portion 32 is formed by embedding the inorganic particles 32b of silica in the synthetic resin film 32a of saturated polyester as the friction increase portion 32 on the surface 31 (see FIG. 1) as the pressing member 30 so as to expose a part.
Water pressure is required from 0.05 MPa in a state where both sides of the rubber sheet are pressed by the pressing member 30 using a rubber sheet in which two reinforcing cloths are layered as the flexible water blocking member 20. The pressure was raised to 30 MPa, and the presence or absence of water leakage was visually observed.
As a result, even when the water pressure was increased to 0.30 MPa, which is required in design, no water leakage from the holding member 30 occurred.

(比較例1)
押え部材30の表面に何ら処理を施さない金属表面のままとした押え部材30を用いた以外、実施例と同一とした。
その結果、水圧を0.20MPaまで高めたところで、押え部材30から漏水が生じた。
(Comparative example 1)
The same as the embodiment except that the pressing member 30 is used in which the surface of the pressing member 30 is not subjected to any treatment is used.
As a result, when the water pressure was increased to 0.20 MPa, water leakage occurred from the pressing member 30.

(比較例2)
押え部材30の表面にタールエポキシ樹脂塗装のみを施した押え部材30を用いた以外、実施例と同一とした。
その結果、水圧を0.15MPaまで高めたところで、押え部材30から漏水が生じた。
(Comparative example 2)
Except for using the pressing member 30 in which only tar epoxy resin coating is applied to the surface of the pressing member 30, the same as the example is taken.
As a result, when the water pressure was increased to 0.15 MPa, water leakage occurred from the pressing member 30.

以上、実施の形態とともに、具体的に説明したように、本発明の可撓止水部材の固定構造10によれば、変位を許容する伸縮部21と、伸縮部21に延設され端縁部に設けられた固定用の碇着部22と、を備える可撓止水部材20を、碇着部22に当てる押え部材30を介して構造物1の目地部3に固定する可撓止水部材の固定構造10であって、押え部材30は、碇着部22に接触させる表面31に摩擦増大部32が設けられているので、押え部材30の表面31と可撓止水部材20の碇着部22との間に押え部材30の摩擦増大部32が介在された状態で締め付けられることで、摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが大きくなり、アンカーボルト6に加える軸力Pをこれまでと同一としても、高水圧が作用した場合の引き抜きを防止して止水性を確保することができる。
これにより、可撓止水部材20に加わる引張力Tをこれまでと同様に設定する場合には、押え部材30の表面31の摩擦増大部32で摩擦係数μを大きくした分だけ、押え部材30を薄くしたり、同一厚さの押え部材30に対しては、アンカーボルト6による軸力(締め付け力)Pを小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
また、既設の可撓止水部材20を交換する場合には、押え部材30の碇着部22と接触する表面に摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32の摩擦係数μを大きくした分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rを大きくすることができ、止水性を向上することができる。
特に、これまでの押え部材30による締め付け力を増大する場合に比べ、押え部材30やアンカーボルト6の剛性を高める必要がなく、簡単に可撓止水部材の固定に適用して止水性を向上することができる。
As described above in detail with the embodiment, according to the fixing structure 10 of the flexible water blocking member of the present invention, the stretchable portion 21 permitting displacement and the end edge portion extended to the stretchable portion 21 And a flexible water blocking member 20 including a fixing hooking portion 22 provided on the flexible water blocking member, which is fixed to the joint portion 3 of the structure 1 via the pressing member 30 applied to the hooking portion 22. In the fixing structure 10, the pressing member 30 has the friction increasing portion 32 provided on the surface 31 to be in contact with the anchoring portion 22, so that the surface 31 of the pressing member 30 and the flexible water blocking member 20 are welded. By tightening in a state in which the friction increasing portion 32 of the pressing member 30 is interposed between the pressing member 30 and the portion 22, the resistance R against the tensile force T applied to the flexible water blocking member 20 is large by the increased friction coefficient μ. Even if the axial force P applied to the anchor bolt 6 is the same as before It is possible to ensure the water-blocking to prevent withdrawal of the case where high water pressure is applied.
Thus, when setting the tensile force T applied to the flexible water blocking member 20 in the same manner as before, the pressing member 30 is increased by the amount by which the friction coefficient μ is increased in the friction increasing portion 32 of the surface 31 of the pressing member 30. Can be made thinner or the axial force (tightening force) P by the anchor bolt 6 can be made smaller for the pressing member 30 of the same thickness, the anchor bolt 6 can be made thinner, and the installation interval can be increased. Become.
In addition, when replacing the existing flexible water blocking member 20, the same axial force as before is obtained by using the friction increasing portion 32 formed on the surface of the pressing member 30 in contact with the welded portion 22. Only by tightening with P, the resistance R against the tensile force T applied to the flexible water blocking member 20 can be increased by an amount corresponding to the increase of the friction coefficient μ of the friction increasing portion 32, and the water blocking property can be improved.
In particular, it is not necessary to increase the rigidity of the holding member 30 and the anchor bolt 6 compared to the case where the tightening force by the holding member 30 is increased so far, and it is applied to fixation of the flexible water blocking member easily to improve water blocking can do.

本発明の可撓止水部材の固定構造10Bによれば、押え部材30Aは、可撓止水部材20Aの変位・変形により押え部材30Aに接触する表面34に摩擦増大部32が設けられているので、押え部材30Aの表面31だけでなく可撓止水部材20Aと接触する表面34の摩擦増大部32によって接触面積が大きくなり、引き抜きに対する抵抗力を大きくすることができ、一層止水性を高めることができる。   According to the flexible water blocking member fixing structure 10B of the present invention, the pressing member 30A is provided with the friction increasing portion 32 on the surface 34 which contacts the pressing member 30A by the displacement and deformation of the flexible water blocking member 20A. Therefore, not only the surface 31 of the pressing member 30A but also the friction increasing portion 32 of the surface 34 in contact with the flexible water blocking member 20A, the contact area is increased, the resistance against extraction can be increased, and the water fastness is further enhanced. be able to.

本発明の可撓止水部材の固定構造10によれば、摩擦増大部32は、押え部材30の表面31に形成される合成樹脂被膜32aと、合成樹脂被膜32a上に設けられ一部が露出して埋設される無機質粒体32bと、で構成されることで、簡単に製作することができ、止水性を向上することができる。
これにより、摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
According to the fixing structure 10 of the flexible water blocking member of the present invention, the friction increasing portion 32 is provided on the synthetic resin film 32 a formed on the surface 31 of the pressing member 30 and on the synthetic resin film 32 a By being composed of the inorganic particles 32b to be embedded, it can be easily manufactured and the water fastness can be improved.
As a result, the resistance R against the tensile force T applied to the flexible water blocking member 20 is further increased by an amount corresponding to the increase in the friction coefficient μ, thereby preventing withdrawal when high water pressure acts to ensure further excellent water blocking performance. can do.

本発明の可撓止水部材の固定構造10Dによれば、押え部材30Cは、碇着部22と接触する押え部材30Cの表面31に碇着部22に押し込まれて面圧を高める面圧部材36が設けられ、面圧部材36の表面に摩擦増大部32が設けられることで、面圧部材36の表面に設けた摩擦増大部32が、面圧部材36と可撓止水部材20の碇着部22との間に介在された状態となり、面圧Pが高められた状態で摩擦係数μも大きくなって、面圧Pの上昇及び摩擦係数μの増加の相乗効果により、可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。また、面圧部材36を設けることで、可撓止水部材20を構成するゴム等の可撓性材料が可撓止水部材20の軸方向に流動して碇着部22が肉薄になることが防止され、一層確実に止水性を維持することができる。   According to the flexible water blocking member fixing structure 10D of the present invention, the pressing member 30C is pushed into the bonding portion 22 by the surface 31 of the pressing member 30C in contact with the bonding portion 22 to increase the surface pressure. 36 is provided, and the friction increasing portion 32 provided on the surface of the surface pressure member 36 causes the friction increasing portion 32 provided on the surface of the surface pressure member 36 to be a ridge of the surface pressure member 36 and the flexible water blocking member 20. In the state of being interposed between the attachment portion 22 and the surface pressure P, the coefficient of friction μ also increases, and the synergetic effect of the increase in the surface pressure P and the increase in the coefficient of friction μ The resistance R against the tensile force T applied to the member 20 is further increased, and it is possible to prevent the pulling out when the high water pressure is applied, and to ensure the more excellent water stopping property. Further, by providing the surface pressure member 36, the flexible material such as rubber constituting the flexible water blocking member 20 flows in the axial direction of the flexible water blocking member 20, and the adhesion portion 22 becomes thin. Can be prevented, and watertightness can be maintained more reliably.

本発明の可撓止水部材の固定構造10によれば、摩擦増大部32は、表面31に形成される合成樹脂被膜32aと、合成樹脂被膜32a上に設けられ一部が露出して埋設される無機質粒体32bと、で構成されているので、摩擦増大部32を押え部材30の表面に簡単に形成することができ、摩擦計数μを大きくすることができる。
これにより、摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
According to the fixing structure 10 of the flexible water blocking member of the present invention, the friction increasing portion 32 is provided on the synthetic resin film 32a formed on the surface 31 and on the synthetic resin film 32a, and a part thereof is exposed and embedded. Since the inorganic particles 32b are formed, the friction increasing portion 32 can be easily formed on the surface of the pressing member 30, and the friction coefficient .mu. Can be increased.
As a result, the resistance R against the tensile force T applied to the flexible water blocking member 20 is further increased by an amount corresponding to the increase in the friction coefficient μ, thereby preventing withdrawal when high water pressure acts to ensure further excellent water blocking performance. can do.

本発明の可撓止水部材の固定構造10によれば、摩擦増大部32は、表面31に形成される凹凸部を備える粗面加工部32Aで構成されているので、ショットブラストやグリットブラストなどにより、押え部材30の表面の摩擦係数μを大きくすることができる。
これにより、摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
したがって、アンカーボルト6に加える軸力Pをこれまでと同一としても、粗面加工部32Aで摩擦係数μを大きくした分だけ、押え部材30を薄くしたり、同一厚さの押え部材30に対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
According to the fixing structure 10 of the flexible water blocking member of the present invention, since the friction increasing portion 32 is constituted by the roughened portion 32A provided with the concavo-convex portion formed on the surface 31, shot blast, grit blast, etc. Thus, the coefficient of friction μ of the surface of the pressing member 30 can be increased.
As a result, the resistance R against the tensile force T applied to the flexible water blocking member 20 is further increased by an amount corresponding to the increase in the friction coefficient μ, thereby preventing withdrawal when high water pressure acts to ensure further excellent water blocking performance. can do.
Therefore, even if the axial force P applied to the anchor bolt 6 is the same as before, the presser member 30 is made thinner by an amount corresponding to the increase of the friction coefficient μ in the roughened portion 32A. In this case, the clamping force by the anchor bolt 6 can be reduced, and the anchor bolt 6 can be made thin and the installation interval can be increased.

本発明の可撓止水部材の固定構造10によれば、押え部材30は、アンカーボルト6の挿通孔33を備え、挿通孔33には、碇着部22を貫通するアンカーボルト6が挿通されて構造物1に固定されているので、これまでの固定構造を変更することなく、押え部材30に摩擦増大部32を設けることで、止水性の向上を図ることができる。   According to the flexible water blocking member fixing structure 10 of the present invention, the pressing member 30 is provided with the insertion hole 33 of the anchor bolt 6, and the anchor bolt 6 penetrating the anchorage 22 is inserted through the insertion hole 33. Since it is fixed to the structure 1, the waterproofness can be improved by providing the friction increasing portion 32 in the pressing member 30 without changing the fixing structure up to now.

本発明の可撓止水部材の固定構造10Bによれば、押え部材30Aは、アンカーボルト6の挿通孔33を備え、挿通孔33には、碇着部22の端縁部の外側に配置されたアンカーボルト6が挿通され、碇着部22の端縁部の内側を押さえて構造物1に固定するようにしたので、可撓止水部材20Aにアンカーボルト6のボルト孔の加工やアンカーボルト6の配置に合わせた加工の必要をなくして簡単に適用し、止水性を向上することができる。   According to the flexible water blocking member fixing structure 10B of the present invention, the pressing member 30A is provided with the insertion hole 33 of the anchor bolt 6, and the insertion hole 33 is disposed outside the end edge portion of the anchorage 22. The anchor bolt 6 is inserted, and the inside of the end edge of the anchorage portion 22 is held down and fixed to the structure 1, so processing of the bolt hole of the anchor bolt 6 in the flexible water blocking member 20A and the anchor bolt It can be easily applied without the need for processing in accordance with the arrangement of No. 6, and water fastness can be improved.

本発明の可撓止水部材の固定構造10Cによれば、押え部材30Bは、碇着部22の端縁部の外側に配置されたアンカーボルト6で締め付けられる固定部材50の一端部が当てられて構造物1に固定されるので、可撓止水部材20Bや押え部材30Bにアンカーボルト6のボルト孔を形成する必要がなく、設計製作の自由度や施工の自由度が向上し、合わせて止水性の向上を図ることができる。   According to the fixing structure 10C of the flexible water blocking member of the present invention, one end portion of the fixing member 50 to be tightened by the anchor bolt 6 disposed outside the end edge portion of the anchoring portion 22 It is not necessary to form the bolt holes of the anchor bolt 6 in the flexible water blocking member 20B and the pressing member 30B because it is fixed to the structure 1 and the freedom of design and manufacture and the freedom of construction are improved. It is possible to improve the waterproofness.

本発明の可撓止水部材の固定構造10A,10Bによれば、構造物1の表面に碇着部22が配置される枠板部材40を備え、枠板部材40は、碇着部22,22Aと接触する表面41a,42aに摩擦増大部44が設けられ、押え部材30,30Aと枠板部材40とで挟んで碇着部22,22Aが構造物1に固定されるので、可撓止水部材20の碇着部22は、表裏両側が摩擦増大部32,44で挟まれた状態となり、表裏で摩擦係数μが増加した分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rが一層大きくなり、高水圧が作用した場合の引き抜きを防止して一層優れた止水性を確保することができる。
したがって、アンカーボルト6に加える軸力Pをこれまでと同一としても、摩擦増大部32,44で摩擦係数μを大きくした分だけ、押え部材30を薄くしたり、同一厚さの押え部材30に対しては、アンカーボルト6による締め付け力を小さくでき、アンカーボルト6を細いものとしたり、設置間隔を大きくすることも可能となる。
また、既設の可撓止水部材20を交換する場合には、構造物1の取付溝部1Aを構築する際に、摩擦増大部44を設けた枠板部材40を用いるとともに、押え部材30の表面31に摩擦増大部32を形成したものを用いることで、これまでと同一の軸力Pで締め付けるだけで、摩擦増大部32,44の摩擦係数μを大きくした分だけ可撓止水部材20に加わる引張力Tに対する抵抗力Rを一層大きくすることができ、止水性を一層向上することができる。
According to the fixing structure 10A, 10B of the flexible water blocking member of the present invention, the frame plate member 40 in which the bonding portion 22 is disposed on the surface of the structure 1 is provided. The friction increasing portion 44 is provided on the surfaces 41a and 42a in contact with 22A, and the anchoring portions 22 and 22A are fixed to the structure 1 by being sandwiched between the pressing members 30 and 30A and the frame plate member 40. Both the front and back sides of the welded portion 22 of the water member 20 are sandwiched by the friction increasing portions 32, 44, and the resistance to the tensile force T applied to the flexible water blocking member 20 by the increase of the friction coefficient μ on the front and back. R is further increased, and it is possible to prevent withdrawal when high water pressure acts, and to ensure further excellent water blocking performance.
Therefore, even if the axial force P applied to the anchor bolt 6 is the same as before, the presser member 30 is made thinner by the amount by which the friction coefficient μ is increased by the friction increasing portions 32 and 44. On the other hand, the clamping force by the anchor bolt 6 can be reduced, and the anchor bolt 6 can be made thin and the installation interval can be increased.
Further, when replacing the existing flexible water blocking member 20, when constructing the mounting groove portion 1A of the structure 1, the frame plate member 40 provided with the friction increasing portion 44 is used, and the surface of the pressing member 30 is By forming the friction increasing portion 32 at 31, the flexible water blocking member 20 can be obtained by increasing the friction coefficient μ of the friction increasing portions 32 and 44 simply by tightening with the same axial force P as before. The resistance R against the applied tensile force T can be further increased, and the water fastness can be further improved.

なお、上記実施の形態で説明した可撓止水部材20,20A,20Bは、一例に過ぎず、伸縮部21や碇着部22,22A,22Bの形状は、図示例に限らず、他の形状であっても良い。
また、押え部材30,30A,30Bや固定部材50の構成も上記実施の形態で説明したものに限らず、同一の機能を備えたものであれば、何ら限定するものでない。
また、本発明は、構造物の目地部の外側の止水シートの固定部、可撓矢板の止水部材の固定部、耐圧ゴムプレートの固定部などの可撓止水部材の固定構造に適用することができる。
さらに、本発明は、上記実施の形態で説明した可撓止水部材の固定構造を単独あるいは、任意に組み合わせて構成することができるものである。
The flexible water blocking members 20, 20A, and 20B described in the above embodiment are merely examples, and the shapes of the stretchable portion 21 and the anchoring portions 22, 22A, 22B are not limited to the illustrated example, and other shapes are also possible. It may be a shape.
Further, the configurations of the pressing members 30, 30A, 30B and the fixing member 50 are not limited to those described in the above-described embodiment, and the configurations are not limited as long as they have the same function.
In addition, the present invention is applied to the fixing structure of the flexible water blocking member such as the fixing portion of the water blocking sheet outside the joint portion of the structure, the fixing portion of the waterproof member of the flexible sheet board, and the fixing portion of the pressure resistant rubber plate. can do.
Furthermore, according to the present invention, the fixing structure of the flexible water blocking member described in the above embodiment can be configured singly or in any combination.

1 構造物
1A 取付溝部
2 構造物
3 目地部
4 可撓止水部材
4a 伸縮部
4b 碇着部
6 アンカーボルト
7 押え板
8 ナット
10 可撓止水部材の固定構造
10A 可撓止水部材の固定構造
10B 可撓止水部材の固定構造
10C 可撓止水部材の固定構造
10D 可撓止水部材の固定構造
20 可撓止水部材
20A 可撓止水部材
20B 可撓止水部材
21 伸縮部
22 碇着部
22A 碇着部
22B 碇着部
23A 係止溝
23B 凸条部
30 押え部材
30A 押え部材
30B 押え部材
30C 押え部材
30a 垂直押え部
30b 水平突出部
30c 水平押え部
30d 係止凸部
31 表面
31B 表面
32 摩擦増大部
32A 粗面加工部
32a 合成樹脂被膜
32b 無機質粒体
33 挿通孔
33A 挿通孔
34 表面
36 面圧部材
40 枠板部材
41 中間水平部
41a 表面
42 第1垂直部
42a 表面
43 第2垂直部
44 摩擦増大部
50 固定部材
51 中間板状部
52 側板部
53 押えアーム部
54 弾性当接部
55 係止突出部
30 押え部材
60 水圧試験装置
61 加圧ポンプ
62 水圧計
DESCRIPTION OF SYMBOLS 1 structure 1A attachment groove part 2 structure 3 joint part 4 flexible water blocking member 4a expansion-contraction part 4b anchorage part 6 anchor bolt 7 pressing plate 8 nut 10 flexible water blocking member fixing structure 10A flexible water blocking member fixed Structure 10B: Flexible water blocking member fixing structure 10C: Flexible water blocking member fixing structure 10D: Flexible water blocking member fixing structure 20: Flexible water blocking member 20A: Flexible water blocking member 20B: Flexible water blocking member 21: Stretching part 22 Fixing portion 22A Fixing portion 22B Fixing portion 23A Locking groove 23B Retaining portion 30A Holding member 30A Holding member 30B Holding member 30C Holding member 30a Vertical holding portion 30b Horizontal protrusion 30c Horizontal holding portion 30d Holding projection 31 Surface 31B Surface 32 Friction increasing portion 32A Roughened portion 32a Synthetic resin film 32b Inorganic particles 33 Insertion hole 33A Insertion hole 34 Surface 36 Surface pressure member 40 Frame plate member 41 Intermediate horizontal portion 41a Surface 2 first vertical portion 42a surface 43 second vertical portion 44 friction increasing portion 50 fixing member 51 intermediate plate-like portion 52 side plate portion 53 pressing arm portion 54 elastic contact portion 55 locking projection portion 30 pressing member 60 water pressure test device 61 Pressure pump 62 Water pressure gauge

Claims (9)

変位を許容する伸縮部と、前記伸縮部に延設され端縁部に設けられた固定用の碇着部と、を備える可撓止水部材を、前記碇着部に当てる押え部材を介して構造物の目地部に固定する可撓止水部材の固定構造であって、
前記押え部材は、前記碇着部に接触させる表面に摩擦増大部が設けられる、
ことを特徴とする可撓止水部材の固定構造。
A flexible water blocking member including an expansion and contraction portion that allows displacement, and a fixation portion that is extended to the expansion and contraction portion and provided at an end edge portion is applied to the adhesion portion via a pressing member. A fixing structure of a flexible water blocking member fixed to a joint portion of a structure, comprising:
The pressing member is provided with a friction increasing portion on a surface to be in contact with the welding portion.
A fixed structure of a flexible water blocking member characterized in that.
前記押え部材の前記摩擦増大部は、前記可撓止水部材の変位・変形により前記押え部材に接触する表面を含む、
ことを特徴とする請求項1に記載の可撓止水部材の固定構造。
The friction increasing portion of the pressing member includes a surface that comes in contact with the pressing member by displacement / deformation of the flexible water blocking member.
The fixing structure of the flexible water blocking member according to claim 1.
前記押え部材は、前記碇着部と接触する前記押え部材の前記表面に前記碇着部に押し込まれて面圧を高める面圧部材が設けられ、
前記面圧部材の表面に前記摩擦増大部が設けられる、
ことを特徴とする請求項1または2に記載の可撓止水部材の固定構造。
The pressing member is provided on the surface of the pressing member in contact with the welding portion, the surface pressing member being pushed into the welding portion to increase the surface pressure.
The friction increasing portion is provided on the surface of the surface pressure member.
The fixed structure of the flexible water stop member according to claim 1 or 2 characterized by things.
前記摩擦増大部は、前記表面に形成される合成樹脂被膜と、
前記合成樹脂被膜上に設けられ一部が露出して埋設される無機質粒体と、で構成される、
ことを特徴とする請求項1乃至3のいずれかに記載の可撓止水部材の固定構造。
The friction increasing portion is a synthetic resin film formed on the surface;
And inorganic particles provided on the synthetic resin film and partially exposed and embedded.
The fixing structure of a flexible water blocking member according to any one of claims 1 to 3, characterized in that.
前記摩擦増大部は、前記表面に形成される凹凸部を備える粗面加工部で構成される、
ことを特徴とする請求項1乃至3のいずれかに記載の可撓止水部材の固定構造。
The friction increasing portion is constituted by a roughened portion provided with an uneven portion formed on the surface,
The fixing structure of a flexible water blocking member according to any one of claims 1 to 3, characterized in that.
前記押え部材は、アンカーボルトの挿通孔を備え、前記挿通孔には、前記碇着部を貫通する前記アンカーボルトが挿通されて前記構造物に固定されている、
ことを特徴とする請求項1乃至5のいずれかに記載の可撓止水部材の固定構造。
The pressing member is provided with an insertion hole for an anchor bolt, and the anchor bolt penetrating the welding part is inserted into the insertion hole and fixed to the structure.
The fixing structure of the flexible water blocking member according to any one of claims 1 to 5, characterized in that:
前記押え部材は、アンカーボルトの挿通孔を備え、前記挿通孔には、前記碇着部の端縁部の外側に配置された前記アンカーボルトが挿通され、前記碇着部の前記端縁部の内側を押さえて前記構造物に固定されている、
ことを特徴とする請求項1乃至5のいずれかに記載の可撓止水部材の固定構造。
The pressing member includes an insertion hole for an anchor bolt, and the anchor bolt disposed outside the end edge portion of the welding portion is inserted into the insertion hole, and the end edge portion of the welding portion It is fixed to the above-mentioned structure by holding the inside.
The fixing structure of the flexible water blocking member according to any one of claims 1 to 5, characterized in that:
前記押え部材は、前記碇着部の端縁部の外側に配置されたアンカーボルトで締め付けられる固定部材の一端部が当てられて前記構造物に固定されている、
ことを特徴とする請求項1乃至5のいずれかに記載の可撓止水部材の固定構造。
The pressing member is fixed to the structure by bringing one end portion of a fixing member to be tightened by an anchor bolt disposed outside the end edge portion of the welding portion into contact with the holding member.
The fixing structure of the flexible water blocking member according to any one of claims 1 to 5, characterized in that:
前記固定構造は、前記構造物の表面に前記碇着部を接触させる枠板部材を備え、
前記枠板部材は、前記碇着部が接触する表面に摩擦増大部が設けられ、前記枠板部材の前記摩擦増大部に当接させた前記碇着部が前記押え部材により挟まれて前記構造物に固定されている、
ことを特徴とする請求項1乃至8のいずれかに記載の可撓止水部材の固定構造。
The fixing structure includes a frame plate member that brings the welding portion into contact with the surface of the structure;
The frame plate member is provided with a friction increasing portion on a surface with which the welding portion contacts, and the bonding portion brought into contact with the friction increasing portion of the frame plate member is sandwiched by the pressing member and the structure Fixed to the object,
The fixing structure of a flexible water blocking member according to any one of claims 1 to 8, characterized in that.
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