JP4970133B2 - Flexible water stop structure - Google Patents

Flexible water stop structure Download PDF

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JP4970133B2
JP4970133B2 JP2007125808A JP2007125808A JP4970133B2 JP 4970133 B2 JP4970133 B2 JP 4970133B2 JP 2007125808 A JP2007125808 A JP 2007125808A JP 2007125808 A JP2007125808 A JP 2007125808A JP 4970133 B2 JP4970133 B2 JP 4970133B2
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end portion
fixing member
flexible
anchor bolt
distal end
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JP2008280748A (en
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成夫 下澤
興士 福田
勲 羽田野
幸彦 山田
伸二 小栗
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西武ポリマ化成株式会社
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Description

この発明は、可撓止水構造に関し、コンクリートで構築される、水路、水処理施設、トンネル、共同溝などのコンクリート構造物の目地部に設置して止水および相対変位を可能として構造物の破損を防止できるようにしたものである。   The present invention relates to a flexible water-stopping structure, and can be installed on joints of concrete structures such as waterways, water treatment facilities, tunnels, joint grooves, etc. constructed of concrete to enable waterstop and relative displacement. This is designed to prevent damage.

コンクリートで構築されるコンクリート構造物である水路や水槽あるいは共同溝等の地中に構築される暗渠などの壁部分の目地部には、内外を止水するとともにその両側のコンクリート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、ゴムや合成樹脂の止水板などの可撓止水部材を設けた可撓止水構造が採られている。   In the joints of walls such as waterways, water tanks or underground gutters built in the ground such as joint grooves, which are concrete structures constructed with concrete, water is stopped inside and outside and the concrete structures on both sides of the walls are unequal. It is necessary to allow expansion and contraction of wall parts due to subsidence, displacement during earthquakes, temperature changes, etc., and a flexible water-stopping structure with flexible water-stopping members such as rubber and synthetic resin waterstops is adopted. ing.

このような可撓止水構造として、例えば特許文献1に開示された止水構造があり、図5に示すように、弾性材と一層以上の応力材を埋設した目地材1の中程にU型の溝状の余長部2を形成するとともに、両側に係止部3,3を形成して目地材1を構成する一方、コンクリート構造物4,4間の目地部5に形成した凹部6に目地材1の余長部2を納め、両側の係止部3、3をコンクリート構造物4,4に埋設固定したアンカーボルト7と押え板8を介して取り付けるようにしている。これにより、コンクリート構造物4,4の内側への目地材1の突き出しをなくし、水路とする場合の流れの抵抗を防止する。
特開2000−64446号公報
As such a flexible water-stopping structure, for example, there is a water-stopping structure disclosed in Patent Document 1, and, as shown in FIG. 5, U is located in the middle of the joint material 1 in which an elastic material and one or more stress materials are embedded. While forming the groove-shaped extra length part 2 of a type | mold, and forming the joint material 1 by forming the latching parts 3 and 3 on both sides, the recessed part 6 formed in the joint part 5 between the concrete structures 4 and 4 The extra length portion 2 of the joint material 1 is accommodated in the joint member 1, and the engaging portions 3 and 3 on both sides are attached via anchor bolts 7 and presser plates 8 embedded and fixed in the concrete structures 4 and 4, respectively. Thereby, the protrusion of the joint material 1 to the inside of the concrete structures 4 and 4 is eliminated, and resistance to flow in the case of using a water channel is prevented.
JP 2000-64446 A

このような止水構造は、新たにコンクリート構造物を構築する場合だけでなく、既存のコンクリート構造物に設けることで耐震補強を行なうために施工されたり、補修のために施工される。 Such a water stop structure is constructed not only for newly constructing a concrete structure, but also for providing seismic reinforcement by being provided on an existing concrete structure, or for repair.

ところが、この止水構造を既設の暗渠などのコンクリート構造物に施工しようとすると、目地材1を固定するアンカーボルト7をコンクリート構造物4,4に穿孔して取り付ける必要があるが、コンクリート構造物4,4の鉄筋に当たる場合があり、穿孔位置をずらしてアンカーボルト7を取り付けなければならないことも多い。 However, if this water-stopping structure is to be applied to an existing concrete structure such as a culvert, it is necessary to drill anchor bolts 7 for fixing the joint material 1 in the concrete structures 4 and 4 and attach them to the concrete structure. In some cases, it hits 4 or 4 rebars, and it is often necessary to attach the anchor bolt 7 by shifting the drilling position.

このため、アンカーボルト7の取り付けが終わった段階で現場でボルトピッチなどを測定し、その結果に合わせて押え板8、目地材1などの製作及び孔加工を行なう必要があり、製作や孔加工が煩雑であり、工期も長くなるという問題がある。 For this reason, it is necessary to measure the bolt pitch at the site when the anchor bolt 7 has been attached, and to manufacture the presser plate 8 and joint material 1 according to the result, and to perform drilling. However, there is a problem that the construction period is long.

この発明は、かかる従来技術の問題に鑑みてなされたものであって、アンカーボルトの取り付け位置にかかわらず、予め必要な部材を製作しておくことができ、簡単に施工することができる可撓止水構造を提供しようとするものである。   The present invention has been made in view of the problems of the prior art, and is capable of easily manufacturing necessary members in advance regardless of the mounting position of the anchor bolts. It is intended to provide a water stop structure.

上記課題を解決するためこの発明の請求項1記載の可撓止水構造は、コンクリート構造物間の目地部に跨って配置される可撓止水部材と、この可撓止水部材の幅方向両端部の平板状の碇着部に当てられて前記コンクリート構造物で挟むように押える押え部材と、前記コンクリート構造物に取り付けたアンカーボルトに中間部が支持固定され基端部を当該コンクリート構造物に当てるとともに、先端部で前記押え部材を押えて前記碇着部を圧接する固定部材とを備え、前記押え部材を溝形状に構成し、前記固定部材を、前記先端部および前記基端部に前記コンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成し、当該固定部材の先端部の突出部で前記押え部材の溝底部を弾性バネ的に押えて前記碇着部を圧接したことを特徴とするものである。
In order to solve the above problems, a flexible water-stop structure according to claim 1 of the present invention includes a flexible water-stop member disposed across a joint between concrete structures, and a width direction of the flexible water-stop member. An intermediate part is supported and fixed to a holding member that is pressed against the flat plate-like attachments at both ends and sandwiched between the concrete structures, and anchor bolts attached to the concrete structures, and the base ends are fixed to the concrete structures. And a fixing member that presses the pressing member at a distal end portion and press-contacts the attachment portion , the pressing member is configured in a groove shape, and the fixing member is disposed on the distal end portion and the proximal end portion. The protrusion protruding to the concrete structure side is formed, the protrusion at the tip is formed in a curved shape, and the groove bottom of the pressing member is elastically pressed by the protrusion at the tip of the fixing member. Underwear It is characterized in that the pressure contact.

この可撓止水構造によれば、コンクリート構造物間の目地部に跨って配置される可撓止水部材と、この可撓止水部材の幅方向両端部の平板状の碇着部に当てられて前記コンクリート構造物で挟むように押える押え部材と、前記コンクリート構造物に取り付けたアンカーボルトに中間部が支持固定され基端部を当該コンクリート構造物に当てるとともに、先端部で前記押え部材を押えて前記碇着部を圧接する固定部材とを備え、前記押え部材を溝形状に構成し、前記固定部材を、前記先端部および前記基端部に前記コンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成し、当該固定部材の先端部の突出部で前記押え部材の溝底部を弾性バネ的に押えて前記碇着部を圧接しており、可撓止水部材の碇着部に押え部材を当て、アンカーボルトに中間部が支持固定される固定部材の先端部で押え部材を押えるようにすることで、アンカーボルトの位置にかかわらず、所定位置の押え部材を押えて可撓止水部材を取り付けるようにしている。これにより、アンカーボルトの取り付け位置が決まる前でも可撓止水部材、押え部材、固定部材を製作でき、施工も容易で、短期間に施工できるようになる。
また、押え部材を溝形状に構成しており、板状の場合に比べ、剛性を高めることができるとともに、軽量化を図ることができるようになる。
さらに、固定部材を、先端部および基端部にコンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成してあり、固定部材を一層たわみ易くでき、押え部材をより一層弾性バネ的に押えることができるようになる。
According to this flexible waterproofing structure, the flexible waterproofing member disposed across the joint between the concrete structures and the flat plate-like attachment portions at both ends in the width direction of the flexible waterproofing member are applied. A pressing member that is pressed between the concrete structure and an anchor bolt attached to the concrete structure, and an intermediate portion is supported and fixed to the base end portion against the concrete structure. And a fixing member that presses and contacts the attachment portion , the pressing member is configured in a groove shape, and a protruding portion that protrudes toward the concrete structure side is formed at the distal end portion and the base end portion of the fixing member. In addition, the protruding portion of the tip is formed in a curved shape, and the protruding portion of the tip of the fixing member presses the groove bottom portion of the pressing member elastically and presses the attachment portion so that it is flexible. Securing part of water-stopping member By pressing the presser member and pressing the presser member at the tip of the fixing member whose intermediate part is supported and fixed to the anchor bolt, the presser member at a predetermined position can be pressed regardless of the anchor bolt position. A water member is attached. Thereby, even before the attachment position of an anchor bolt is decided, a flexible water stop member, a presser member, and a fixing member can be manufactured, and construction is easy and can be performed in a short time.
In addition, since the pressing member is configured in a groove shape, the rigidity can be increased and the weight can be reduced as compared with the plate shape.
Further, the fixing member is formed with protruding portions protruding toward the concrete structure side at the distal end portion and the proximal end portion, and the protruding portion at the distal end portion is formed in a curved shape, so that the fixing member can be more easily bent, and the pressing member Can be more elastically pressed.

さらに、この発明の請求項2記載の可撓止水構造は、請求項1記載の構成に加え、前記固定部材の前記先端部から前記基端部までの長さを、前記アンカーボルトの直径の4倍以上としたことを特徴とするものである。
Furthermore, the flexible water-stop structure according to claim 2 of the present invention has the length from the distal end portion to the base end portion of the fixing member in accordance with the diameter of the anchor bolt in addition to the configuration according to claim 1 . It is characterized by being 4 times or more.

この可撓止水構造によれば、前記固定部材の前記先端部から前記基端部までの長さを、前記アンカーボルトの直径の4倍以上としており、アンカーボルトで固定部材を締め付けたときのたわみ量を大きくすることで、押え部材を弾性バネ的に押えることができるようになる。   According to this flexible water blocking structure, the length from the distal end portion to the base end portion of the fixing member is four times or more the diameter of the anchor bolt, and the fixing member is tightened with the anchor bolt. By increasing the amount of deflection, the pressing member can be pressed elastically.

さらに、この発明の請求項3記載の可撓止水構造は、請求項1または2記載の構成に加え、前記固定部材を、前記押え部材に対して直交させずに交差させて配置したことを特徴とするものである。
Furthermore, in the flexible water-stop structure according to claim 3 of the present invention, in addition to the configuration according to claim 1 or 2 , the fixing member is arranged so as to intersect without being orthogonal to the presser member. It is a feature.

この可撓止水構造によれば、固定部材を、押え部材に対して直交させずに交差させて配置しており、固定部材が押え部材に対して角度をもつ分だけ固定部材の目地幅方向への突き出し量を少なくでき、これによって可撓止水構造自体の取り付け幅を狭くして省スペースにできるようになる。   According to this flexible water blocking structure, the fixing member is arranged so as to intersect with the pressing member without being orthogonal to the pressing member, and the fixing member has an angle with respect to the pressing member in the joint width direction of the fixing member. The amount of protrusion can be reduced, and this makes it possible to reduce the mounting width of the flexible water blocking structure itself and save space.

また、この発明の請求項4記載の可撓止水構造は、請求項1〜3のいずれかに記載の構成に加え、前記固定部材を、前記中間部の前後の前記先端部と前記基端部とを角度を持たせて形成したことを特徴とするものである。
According to a fourth aspect of the present invention, in addition to the structure according to any one of the first to third aspects, the fixing member includes the distal end portion and the proximal end before and after the intermediate portion. The portion is formed with an angle.

この可撓止水構造によれば、固定部材を、中間部の前後の先端部と基端部とを角度を持たせて形成してあり、固定部材に、例えばクランク状に角度を持たせることで、固定部材の取付位置に障害物などがあってもこれを回避して取り付けることができるようになるとともに、アンカーボルトと押える位置をずらして固定することで、アンカーボルトの位置にかかわらず押える位置の間隔を保つこともできるようになる。 According to this flexible water blocking structure, the fixing member is formed with an angle between the front and rear end portions and the base end portion of the intermediate portion, and the fixing member is provided with an angle, for example, in a crank shape. So, even if there are obstacles in the mounting position of the fixing member, it can be avoided and mounted, and the anchor bolt and the pressing position can be shifted and fixed, so that it can be pressed regardless of the position of the anchor bolt. It also becomes possible to keep the position interval.

この発明の請求項1記載の可撓止水構造によれば、コンクリート構造物間の目地部に跨って配置される可撓止水部材と、この可撓止水部材の幅方向両端部の平板状の碇着部に当てられて前記コンクリート構造物で挟むように押える押え部材と、前記コンクリート構造物に取り付けたアンカーボルトに中間部が支持固定され基端部を当該コンクリート構造物に当てるとともに、先端部で前記押え部材を押えて前記碇着部を圧接する固定部材とを備え、前記押え部材を溝形状に構成し、前記固定部材を、前記先端部および前記基端部に前記コンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成し、当該固定部材の先端部の突出部で前記押え部材の溝底部を弾性バネ的に押えて前記碇着部を圧接したので、可撓止水部材の碇着部に押え部材を当て、アンカーボルトに中間部が支持固定される固定部材の先端部で押え部材を押えるようにすることで、アンカーボルトの位置にかかわらず、所定位置の押え部材を押えて可撓止水部材を取り付けることができる。これにより、アンカーボルトの取り付け位置が決まる前でも可撓止水部材、押え部材、固定部材を製作でき、施工も容易で、短期間に施工することができる。
また、押え部材を溝形状に構成したので、板状の場合に比べ、剛性を高めることができるとともに、軽量化を図ることができる。
さらに、固定部材を、先端部および基端部に前記コンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成したので、固定部材を一層たわみ易くすることができ、押え部材をより一層弾性バネ的に押えることができる。
According to the flexible waterproof structure according to claim 1 of the present invention, the flexible waterproof member disposed across the joint between the concrete structures, and the flat plates at both ends in the width direction of the flexible waterproof member A presser member that is pressed against the concrete attachment and sandwiched between the concrete structure, and an intermediate part is supported and fixed to an anchor bolt attached to the concrete structure, and a base end part is applied to the concrete structure. A fixing member that presses the pressing member at a distal end portion and press-contacts the attachment portion , the pressing member is configured in a groove shape, and the fixing member is provided on the distal end portion and the base end portion of the concrete structure. A protruding portion protruding to the side, a protruding portion at the distal end portion is formed in a curved shape, and the protruding portion at the distal end portion of the fixing member elastically presses the groove bottom portion of the pressing member to since the pressure, By pressing the holding member against the anchoring part of the anti-stiffening water member and pressing the holding member at the tip of the fixing member where the middle part is supported and fixed to the anchor bolt, the specified position is maintained regardless of the position of the anchor bolt. It is possible to attach the flexible water stop member by pressing the pressing member. Thereby, even before the attachment position of an anchor bolt is decided, a flexible water stop member, a presser member, and a fixing member can be manufactured, construction is easy, and construction can be performed in a short time.
Moreover, since the pressing member is configured in a groove shape, the rigidity can be increased and the weight can be reduced as compared with the plate shape.
Furthermore, since the fixing member is formed with protruding portions protruding toward the concrete structure side at the distal end portion and the proximal end portion, and the protruding portion at the distal end portion is formed in a curved shape, the fixing member can be further bent. The pressing member can be further elastically pressed.

さらに、この発明の請求項2記載の可撓止水構造によれば、前記固定部材の前記先端部から前記基端部までの長さを、前記アンカーボルトの直径の4倍以上としたので、アンカーボルトで固定部材を締め付けたときのたわみ量を大きくすることができ、押え部材を弾性バネ的に押えることができる。
Furthermore, according to the flexible waterproof structure according to claim 2 of the present invention, the length from the distal end portion of the fixing member to the proximal end portion is set to be four times or more the diameter of the anchor bolt. The amount of deflection when the fixing member is tightened with the anchor bolt can be increased, and the pressing member can be pressed like an elastic spring.

さらに、この発明の請求項3記載の可撓止水構造によれば、固定部材を、押え部材に対して直交させずに交差させて配置したので、固定部材が押え部材に対して角度をもつ分だけ固定部材の目地幅方向への突き出し量を少なくすることができ、これによって可撓止水構造自体の取り付け幅を狭くして省スペースにすることができる。
Further, according to the flexible water stop structure according to claim 3 of the present invention, since the fixing member is arranged so as to intersect without being orthogonal to the pressing member, the fixing member has an angle with respect to the pressing member. The amount of protrusion of the fixing member in the joint width direction can be reduced by that amount, thereby reducing the mounting width of the flexible water blocking structure itself and saving space.

また、この発明の請求項4記載の可撓止水構造によれば、固定部材を、中間部の前後の先端部と基端部とを角度を持たせて形成したので、固定部材に、例えばクランク状に角度を持たせることなどで、固定部材の取付位置に障害物などがあってもこれを回避して取り付けることができるとともに、アンカーボルトと押える位置をずらして固定することもできで、アンカーボルトの位置にかかわらず押える位置の間隔を保つこともできる。 Moreover, according to the flexible waterstop structure of claim 4 of the present invention, the fixing member is formed with an angle between the front and rear end portions and the base end portion of the intermediate portion. By giving an angle to the crank shape, even if there are obstacles etc. in the mounting position of the fixing member, it can be avoided and installed, and the anchor bolt and the pressing position can be shifted and fixed, Regardless of the position of the anchor bolt, it is possible to keep the distance between the pressing positions.

以下、この発明の一実施の形態について、図面に基づき詳細に説明する。
図1および図2はこの発明の可撓止水構造の一実施の形態にかかり、図1は全体の概略横断面図、図2は部分拡大図および部分拡大斜視図である。
Hereinafter, an embodiment of the present invention will be described in detail with reference to the drawings.
1 and 2 relate to one embodiment of the flexible waterstop structure of the present invention, FIG. 1 is a schematic cross-sectional view of the whole, and FIG. 2 is a partially enlarged view and a partially enlarged perspective view.

この可撓止水構造10では、例えば既設のコンクリート構造物11,11の目地部12に跨るように設けることで、止水するとともに、目地部12の両側のコンクリート構造体11,11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ゴムや合成樹脂などの可撓止水部材13の固定に特徴があり、新設するアンカーボルト14のボルトピッチに鉄筋などとの干渉防止のためにズレなどが生じても簡単に対応できるようにしたものである。   In this flexible water stop structure 10, for example, it is provided so as to straddle the joint portion 12 of the existing concrete structure 11, 11, so that water is stopped and the concrete structures 11, 11 on both sides of the joint portion 12 are unequal. It is characterized by fixing flexible water-stopping members 13 such as rubber and synthetic resin that allow wall portions to expand and contract due to subsidence, displacement during earthquakes, temperature changes, etc. Reinforcing bars etc. in the bolt pitch of newly installed anchor bolts 14 In order to prevent interference with this, it is possible to easily cope with deviations.

この可撓止水構造10に用いられる可撓止水部材13は、長尺帯状の幅方向中間部に略Ω字状に折り畳んだ折り畳み部13aを備えるとともに、幅方向両端部に平板状の碇着部13bが設けられてゴムや合成樹脂などの弾性部材で構成され、必要に応じて補強部材が一層ないし複数層埋設される。   The flexible water-stop member 13 used in the flexible water-stop structure 10 includes a folded portion 13a that is folded in a substantially Ω shape at the middle portion in the width direction of the long band, and has flat plate-like hooks at both ends in the width direction. The attaching portion 13b is provided and is made of an elastic member such as rubber or synthetic resin, and one or more reinforcing members are embedded as required.

この可撓止水構造10では、コンクリート構造物11、11の目地部12を跨ぐように可撓止水部材13の碇着部13b、13bが配置されるが、コンクリート構造物11、11の目地部12上にポリエステルなどの補強布15が敷かれ、その上に可撓止水部材13が設置され、この可撓止水部材13の両側の碇着部13b、13bまでの上部全体を覆うように保護カバー16が設けられる。   In this flexible waterproof structure 10, the anchoring portions 13 b and 13 b of the flexible waterproof member 13 are arranged so as to straddle the joint portions 12 of the concrete structures 11 and 11. A reinforcing cloth 15 such as polyester is laid on the portion 12, and a flexible waterproofing member 13 is installed on the reinforcing fabric 15, so as to cover the entire upper part of the flexible waterproofing member 13 up to the adhesive portions 13 b and 13 b. A protective cover 16 is provided.

この可撓止水構造10では、可撓止水部材13の碇着部13bに当てられる押え部材17が用いられ、上方が開口したコ字状に横断面形状が構成してあり、例えば溝幅が60mm程度、溝高さが30mm程度、厚さが3mm程度とされる。この横断面形状により、平板状とする場合に比べ剛性を高めることができるとともに、軽量化を図ることができる。   In this flexible water-stop structure 10, a holding member 17 applied to the attachment portion 13b of the flexible water-stop member 13 is used, and the cross-sectional shape is formed in a U-shape with an upper opening, for example, the groove width Is about 60 mm, the groove height is about 30 mm, and the thickness is about 3 mm. With this cross-sectional shape, the rigidity can be increased and the weight can be reduced as compared with a flat plate shape.

なお、さらに剛性を上げる必要がある場合には、溝底部上に平板状の板を介在させるようにすれば良い。   When it is necessary to further increase the rigidity, a flat plate may be interposed on the groove bottom.

この可撓止水構造10では、押え部材17をアンカーボルト14で直接コンクリート構造物11、11に固定することなく、固定部材18を用いて支持固定される。   In the flexible water-stopping structure 10, the holding member 17 is supported and fixed using the fixing member 18 without being directly fixed to the concrete structures 11 and 11 with the anchor bolt 14.

この固定部材18は、先後端部にほぼ垂直に同一側に突き出した先端突出部18aと後端突出部18bを備えるとともに、板状の中間部18cにアンカーボルト用の取り付け穴18dが形成されて構成されており、先端突出部18aは板状の中間部18cに対して上方に湾曲した湾曲部18eを介してほぼ垂直に突き出している。そして、この固定部材18では、中間部18cを取付位置として、作用点となる先端突出部18aと、固定部材18の支持点となる後端突出部18bまでの距離Lがアンカーボルト14の直径dの4倍以上なおかつアンカーボルト14の取付位置を中間部にすることで、これによって力点となるアンカーボルト18による締付け時に固定部材18に発生するたわみ量を大きくし、押え部材17を弾性バネ的に押えることができるようにしている。   The fixing member 18 includes a front end projecting portion 18a and a rear end projecting portion 18b that protrude substantially perpendicularly to the front and rear end portions, and an anchor bolt mounting hole 18d is formed in a plate-shaped intermediate portion 18c. The leading end protruding portion 18a protrudes substantially perpendicularly via a curved portion 18e that curves upward with respect to the plate-shaped intermediate portion 18c. In the fixing member 18, the distance L from the front end protruding portion 18 a serving as the action point to the rear end protruding portion 18 b serving as the supporting point of the fixing member 18 with the intermediate portion 18 c as the attachment position is the diameter d of the anchor bolt 14. And the anchor bolt 14 is mounted at the intermediate position, thereby increasing the amount of deflection generated in the fixing member 18 when tightening with the anchor bolt 18 as a force point, and making the holding member 17 elastically springy. It is possible to hold down.

さらに、固定部材18の先端突出部18aに湾曲部18eを設けてあるので、一層たわみ易くすることができる。   Furthermore, since the bending portion 18e is provided in the tip protrusion portion 18a of the fixing member 18, it can be more easily bent.

このような固定部材18は、例えば先端突出部18aから後端突出部18bまでの距離Lが200mm程度、横幅が40mm程度、板厚が12mm程度とされ、先端突き出し量が40mm程度としてある。   In such a fixing member 18, for example, the distance L from the front end protrusion 18a to the rear end protrusion 18b is about 200 mm, the width is about 40 mm, the plate thickness is about 12 mm, and the front end protrusion amount is about 40 mm.

アンカーボルト14としては、例えばケミカルアンカーが用いられ、ステンレス製のボルトが使用される。   As the anchor bolt 14, for example, a chemical anchor is used, and a stainless steel bolt is used.

このような部材を用いる可撓止水構造10は、既設のコンクリート構造物11、11の目地部12の両側にアンカーボルト14が穿孔して取り付けられる。   In the flexible waterproof structure 10 using such a member, anchor bolts 14 are drilled and attached to both sides of the joint portion 12 of the existing concrete structures 11 and 11.

このアンカーボルト14の取り付け後、コンクリート構造物11、11の目地部12を跨ぐように、補強布15を敷き、その上に可撓止水部材13を載せ、保護カバー16で覆った後、碇着部13bの上に押え部材17を目地部12と平行に配置する。   After the anchor bolt 14 is attached, a reinforcing cloth 15 is laid so as to straddle the joint portions 12 of the concrete structures 11, 11, the flexible water-stopping member 13 is placed thereon, and the protective cover 16 is covered. The presser member 17 is disposed on the landing portion 13 b in parallel with the joint portion 12.

この後、固定部材18の中間部18cのアンカーボルト用の取り付け穴18dにアンカーボルト14を入れるとともに、先端突出部18aを押え部材17の溝内に位置するようにし、ナット14aで締付ける。   Thereafter, the anchor bolt 14 is inserted into the anchor bolt mounting hole 18d of the intermediate portion 18c of the fixing member 18, and the tip protruding portion 18a is positioned in the groove of the pressing member 17, and is tightened with the nut 14a.

このようなアンカーボルト14への固定部材18の取り付け、ナット14aによる締め付けを繰り返すことで、可撓止水部材13を固定する。   By repeatedly attaching the fixing member 18 to the anchor bolt 14 and tightening the nut 14a, the flexible water blocking member 13 is fixed.

こうして固定部材18を介して押え部材17で支持固定することで、固定部材18のたわみを利用して押えることができ、押え部材17を弾性バネ的に取り付けることができる。   By supporting and fixing with the pressing member 17 through the fixing member 18 in this way, the pressing member 17 can be pressed using the deflection of the fixing member 18, and the pressing member 17 can be attached like an elastic spring.

また、アンカーボルト14を、コンクリート構造物11、11に穿孔して取り付ける場合に、鉄筋との干渉を防止するため取り付け位置をずらしても、図2に示すように、押え部材17の溝幅の範囲で目地部12の幅方向に位置調整ができるとともに、目地部12の軸方向には、自由に位置調整することができる。   Further, when the anchor bolt 14 is perforated and attached to the concrete structures 11 and 11, even if the attachment position is shifted in order to prevent interference with the reinforcing bar, as shown in FIG. The position can be adjusted in the width direction of the joint portion 12 within the range, and the position can be freely adjusted in the axial direction of the joint portion 12.

したがって、これまでのアンカーボルトの位置が決まってからボルトピッチを測定し、これに基づいて可撓止水部材、押え板、保護カバーなどの穴加工をする必要がなく、アンカーボルト14の設置と並行して可撓止水部材13、押え部材17、固定部材18の製作を行うことができ、可撓止水構造10の施工を短期間に完了することができる。   Therefore, the bolt pitch is measured after the position of the anchor bolt so far is determined, and there is no need to drill holes in the flexible water stop member, presser plate, protective cover, etc. In parallel, the flexible waterproofing member 13, the pressing member 17, and the fixing member 18 can be manufactured, and the construction of the flexible waterproofing structure 10 can be completed in a short time.

また、この発明の可撓止水構造10では、図3に示すように、固定部材18を可撓止水部材13の碇着部13a上の押え部材17に対して直角に配置せず、アンカーボルト14を中心に角度をもたせて配置することもでき、可撓止水構造10の施工に必要な幅を狭くすることができ、取付スペースを小さくすることができる。   Further, in the flexible waterstop structure 10 of the present invention, as shown in FIG. 3, the fixing member 18 is not disposed at a right angle with respect to the pressing member 17 on the attachment portion 13 a of the flexible waterstop member 13, and the anchor The bolt 14 can be arranged with an angle at the center, the width required for the construction of the flexible waterproof structure 10 can be reduced, and the mounting space can be reduced.

さらに、押え部材17を配置する予定位置に対してアンカーボルト17の埋設位置が接近した場合にも同一の固定部材18をそのまま用いて角度を変えて対応することができる。   Furthermore, even when the embedded position of the anchor bolt 17 approaches the planned position where the pressing member 17 is arranged, the same fixing member 18 can be used as it is and the angle can be changed.

また、この発明の可撓止水構造10では、図4に平面状態を示すように、固定部材19を、上記の直線状としたものに替え、アンカーボルト17の取付穴19aが形成された中間部19bから先端側と後端側とに角度を持たせて構成してあり、先端側は平面形状がL字状の先端部19cとされ、後端側は先端部に対して平面形状が45度の角度の後端部19dとされ、これら先後端部19c,19dが一体に成形されて略クランク状に構成され、先後端部19c、19dの先端には下方に突き出す先後端突出部19e、19fが形成されるとともに、先端部19cは、湾曲させた湾曲部19gとしてある。   Further, in the flexible waterproof structure 10 of the present invention, as shown in FIG. 4 in a plan view, the fixing member 19 is changed to the above-mentioned linear shape, and an intermediate portion in which the mounting holes 19a of the anchor bolts 17 are formed. The front end side and the rear end side are angled from the portion 19b, the front end side is a front end portion 19c having an L-shaped planar shape, and the rear end side has a flat shape of 45 with respect to the front end portion. A rear end portion 19d, and the front and rear end portions 19c and 19d are integrally formed into a substantially crank shape, and the front and rear end protruding portions 19e projecting downward at the front ends of the front and rear end portions 19c and 19d, 19f is formed, and the tip portion 19c is a curved bending portion 19g.

そして、この固定部材19では、先後端突出部19e,19fとアンカーボルト用の取付穴19aとが一直線状に位置するように形成してある。   The fixing member 19 is formed so that the front and rear end protruding portions 19e and 19f and the anchor bolt mounting hole 19a are positioned in a straight line.

このような角度を持たせて構成した固定部材19を用いることで、図4に示すように、障害物20があってもこれを回避して押え部材17を押えることができるとともに、障害物20がない場合の押えるべき位置で押えることができ、障害物20があっても固定部材18、19による押え位置を一定間隔にすることができる。   By using the fixing member 19 configured to have such an angle, as shown in FIG. 4, even if there is an obstacle 20, it is possible to avoid the obstacle 20 and press the holding member 17. If there is no obstruction, it can be pressed at the position to be pressed, and even if there is an obstacle 20, the pressing position by the fixing members 18 and 19 can be set at a constant interval.

なお、上記実施の形態では、可撓止水部材として中間部に折り畳み部を備えたものを例に説明したが、これに限らず、他の形状の可撓止水部材を用いることもできる。   In the above-described embodiment, the flexible waterproofing member has been described as an example in which a folding portion is provided in the intermediate portion. However, the present invention is not limited to this, and a flexible waterproofing member having another shape can also be used.

この発明の可撓止水構造の一実施の形態にかかる全体の概略横断面図である。1 is an overall schematic cross-sectional view according to an embodiment of a flexible waterstop structure of the present invention. この発明の可撓止水構造の一実施の形態にかかる部分拡大図および部分拡大斜視図である。1 is a partially enlarged view and a partially enlarged perspective view according to an embodiment of a flexible waterstop structure of the present invention. この発明の可撓止水構造の一実施の形態にかかる固定部材の配置の概略平面図である。It is a schematic plan view of arrangement | positioning of the fixing member concerning one Embodiment of the flexible water stop structure of this invention. この発明の可撓止水構造の他の一実施の形態にかかる固定部材の平面図および斜視図である。It is the top view and perspective view of the fixing member concerning other one embodiment of the flexible water stop structure of this invention. 従来の止水構造の横断面図である。It is a cross-sectional view of the conventional water stop structure.

符号の説明Explanation of symbols

10 可撓止水構造
11 コンクリート構造物
12 目地部
13 可撓止水部材
13a 折り畳み部
13b 碇着部
14 アンカーボルト
14a ナット
15 補強布
16 保護カバー
17 押え部材
18 固定部材
18a 先端突出部
18b 後端突出部
18c 中間部
18d 取り付け穴
18e 湾曲部
19 固定部材
19a 取付穴
19b 中間部
19c L字状の先端部
19d 後端部
19e 先端突出部
19f 後端突出部
19g 湾曲部
20 障害物
DESCRIPTION OF SYMBOLS 10 Flexible water stop structure 11 Concrete structure 12 Joint part 13 Flexible water stop member 13a Folding part 13b Fitting part 14 Anchor bolt 14a Nut 15 Reinforcement cloth 16 Protective cover 17 Holding member 18 Fixing member 18a Tip protrusion 18b Rear end Protruding portion 18c Intermediate portion 18d Mounting hole 18e Bending portion 19 Fixing member 19a Mounting hole 19b Intermediate portion 19c L-shaped tip portion 19d Rear end portion 19e Tip protruding portion 19f Rear end protruding portion 19g Bending portion 20 Obstacle

Claims (4)

コンクリート構造物間の目地部に跨って配置される可撓止水部材と、
この可撓止水部材の幅方向両端部の平板状の碇着部に当てられて前記コンクリート構造物で挟むように押える押え部材と、
前記コンクリート構造物に取り付けたアンカーボルトに中間部が支持固定され基端部を当該コンクリート構造物に当てるとともに、先端部で前記押え部材を押えて前記碇着部を圧接する固定部材とを備え、
前記押え部材を溝形状に構成し、前記固定部材を、前記先端部および前記基端部に前記コンクリート構造物側に突き出す突出部を形成するとともに、先端部の突出部を湾曲形状に形成し、当該固定部材の先端部の突出部で前記押え部材の溝底部を弾性バネ的に押えて前記碇着部を圧接したことを特徴とする可撓止水構造。
A flexible waterproofing member disposed across the joint between the concrete structures;
A holding member that is pressed against the flat plate-like attachment portions at both ends in the width direction of the flexible water-stopping member so as to be sandwiched between the concrete structures;
An intermediate portion is supported and fixed to an anchor bolt attached to the concrete structure, and a base end portion is applied to the concrete structure, and a fixing member that presses the pressing member at a distal end portion and press-contacts the attachment portion is provided.
The pressing member is configured in a groove shape, and the fixing member is formed with a protruding portion protruding to the concrete structure side at the distal end portion and the proximal end portion, and a protruding portion of the distal end portion is formed in a curved shape, A flexible water blocking structure characterized in that the groove bottom portion of the pressing member is elastically spring-pressed by the protruding portion at the tip end portion of the fixing member to press-contact the attachment portion .
前記固定部材の前記先端部から前記基端部までの長さを、前記アンカーボルトの直径の4倍以上としたことを特徴とする請求項1記載の可撓止水構造。 The flexible waterstop structure according to claim 1 , wherein a length from the distal end portion to the proximal end portion of the fixing member is four times or more a diameter of the anchor bolt. 前記固定部材を、前記押え部材に対して直交させずに交差させて配置したことを特徴とする請求項1または2記載の可撓止水構造。 The flexible waterstop structure according to claim 1 , wherein the fixing member is arranged so as to intersect with the pressing member without being orthogonal to the pressing member. 前記固定部材を、前記中間部の前後の前記先端部と前記基端部とを角度を持たせて形成したことを特徴とする請求項1〜3のいずれかに記載の可撓止水構造。
The flexible waterstop structure according to any one of claims 1 to 3, wherein the fixing member is formed with an angle between the distal end portion and the proximal end portion before and after the intermediate portion.
JP2007125808A 2007-05-10 2007-05-10 Flexible water stop structure Active JP4970133B2 (en)

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