JP6370189B2 - Water stop member and water stop structure using the same - Google Patents

Water stop member and water stop structure using the same Download PDF

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JP6370189B2
JP6370189B2 JP2014212305A JP2014212305A JP6370189B2 JP 6370189 B2 JP6370189 B2 JP 6370189B2 JP 2014212305 A JP2014212305 A JP 2014212305A JP 2014212305 A JP2014212305 A JP 2014212305A JP 6370189 B2 JP6370189 B2 JP 6370189B2
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鈴木 裕二
裕二 鈴木
淳 細矢
淳 細矢
靖子 川崎
靖子 川崎
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Nexco East Engineering Co Ltd
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本発明は、止水部材及びそれを用いた止水構造に関するものであり、より詳細には、橋梁端部の壁高欄と地覆などのような、直角部を有するコンクリート構造物における伸縮継ぎ手部の遊間をシールするための止水部材、並びに、それを用いた止水構造に関するものである。   The present invention relates to a water stop member and a water stop structure using the same, and more particularly, an expansion joint portion in a concrete structure having a right angle portion such as a wall rail and a ground cover at an end of a bridge. The present invention relates to a water stop member for sealing the gap between the two and a water stop structure using the same.

橋梁端部の壁高欄と地覆などのように、水平から垂直に曲がる部分のあるコンクリート構造物の伸縮継ぎ手部の漏水対策のために、従来は、その伸縮継ぎ手部の遊間にシール材を充填したり、遊間をゴム板で閉塞したりする方法が採られていた。しかし、これらの方法において用いられるシール材やゴム板は紫外線やオゾン等に弱く、特に橋梁端部のように、常時直射日光に晒される箇所に用いられる場合には劣化の進行が早まり、10年も経てば、その止水性能を失ってしまう。   In order to prevent water leakage at the expansion joints of concrete structures that have vertical bends from the horizontal, such as wall rails and ground coverings at the ends of bridges, conventionally, a sealing material is filled between the expansion joints. Or a method in which the gap is closed with a rubber plate. However, the sealing materials and rubber plates used in these methods are vulnerable to ultraviolet rays, ozone, and the like, and especially when used in places that are constantly exposed to direct sunlight, such as bridge ends, the progress of deterioration is accelerated and 10 years. If it passes, the water stop performance will be lost.

そこで、塩や紫外線に強く、耐候性に優れるステンレス板を採用することが考えられるが、ステンレス板は、橋梁の温度変化による伸縮に伴って遊間の間隔が変動した場合、ゴム板のように伸縮して遊間の間隔変動を吸収することができないため、遊間の間隔変動に伴ってその固定部等が押し引きされて損傷し、直ぐに止水に支障をきたす状態となってしまう。   Therefore, it is conceivable to use a stainless steel plate that is resistant to salt and UV rays and has excellent weather resistance. Since the gap variation between the play cannot be absorbed, the fixing portion or the like is pushed and pulled along with the gap change between the play, and the water stop is immediately disturbed.

特開2005−256281号公報JP 2005-256281 A 実用新案登録第3172036号公報Utility Model Registration No. 3172036

上述したように、従来、橋梁端部の壁高欄と地覆などのように、水平から垂直に曲がる部分のあるコンクリート構造物の伸縮継ぎ手部の漏水対策として、その遊間にシール材を充填したり、ゴム板を定着したりする方法が採られていたが、シール材やゴム板は耐候性に欠けるために寿命が短いという問題があり、耐候性に富むステンレス板を用いる場合には、遊間の間隔変動に対応できないために漏水対策となり得ないという問題があった。   As described above, conventionally, as a countermeasure against water leakage of the expansion joint portion of a concrete structure having a portion that bends from the horizontal to the vertical, such as a wall rail and a ground cover at the end of the bridge, a sealing material is filled between the play spaces. The method of fixing the rubber plate has been adopted, but there is a problem that the seal material and the rubber plate have a short life due to lack of weather resistance, and when using a stainless plate having high weather resistance, There was a problem that it could not be a countermeasure for water leakage because it could not cope with the interval fluctuation.

そこで本発明は、このような問題のない、即ち、耐候性に富んでいて継時劣化しにくく、橋梁端部の壁高欄と地覆などのように、水平から垂直に曲がる部分のあるコンクリート構造物の伸縮継ぎ手の遊間の漏水対策に用いるのに好適な止水部材、並びに、それを用いた止水構造を提供することを課題とする。   Therefore, the present invention does not have such a problem, that is, a concrete structure having a portion that bends from the horizontal to the vertical, such as a wall railing and a ground cover at the end of a bridge, which is not weather-resistant and hardly deteriorates at the time of connection. It is an object of the present invention to provide a water-stopping member suitable for use in measures against water leakage between loose joints of objects and a water-stop structure using the same.

上記課題を解決するための請求項1に記載の発明は、直角部を有していて間隔が変動することがあるコンクリート構造物間の遊間をシールするための部材であって、
幅方向に撓み変形して伸縮し得る可撓部とその両側に連設される平坦な定着部とから成る薄手の止水材本体と、前記定着部の下側に配置されるゴムパッキンと、前記定着部の上側に配置される金属製押止板とから成り、
前記止水材本体の前記可撓部は、前記コンクリート構造物の直角部に対応する折れ目を有していて、その折れ目を挟んで一方の側の可撓部と他方の側の可撓部とが表裏反対側に膨出しており、前記止水材本体は、基板と、それに対応する形状であってその下側に配置される保形支持板とから成り、前記保形支持板と前記基板はステンレス箔製であることを特徴とする止水部材である。
The invention according to claim 1 for solving the above problem is a member for sealing a gap between concrete structures having a right-angled portion and the interval of which may vary.
A thin water-stopping material main body comprising a flexible part that can bend and deform in the width direction and expand and contract, and a flat fixing part continuously provided on both sides thereof, and a rubber packing disposed below the fixing part, A metal pressing plate disposed on the upper side of the fixing unit,
The flexible part of the waterstop body has a fold corresponding to a right angle part of the concrete structure, and the flexible part on one side and the flexible part on the other side across the fold. And the water-stopping material body is composed of a substrate and a shape-retaining support plate disposed on the lower side of the substrate, and the shape-retaining support plate, The substrate is a water stopping member made of stainless steel foil .

一実施形態においては、前記保形支持板は前記基板よりも厚手である。 In one embodiment, prior Kihogata support plate thickness Tedea Ru than the substrate.

上記課題を解決するための請求項に記載の発明は、請求項1乃至のいずれかに記載の止水部材を用いて施工される、壁高欄・地覆部の伸縮継ぎ手部における止水構造であって、
下から前記ゴムパッキン、前記止水材本体の定着部、前記金属製押止板の順に積層された前記止水部材の幅方向一端部が一方の側の前記壁高欄・地覆部の端縁に固定されると共に、幅方向他端部が他方の側の前記壁高欄・地覆部の端縁に固定され、前記止水材本体の可撓部の前記壁高欄・地覆部の水平部分における膨出方向と垂直部分における膨出方向とが表裏逆になっていることを特徴とする止水構造である。
Invention of Claim 4 for solving the said subject is water stop in the expansion joint part of a wall rail and a ground cover part constructed using the water stop member in any one of Claim 1 thru | or 3. Structure,
One end in the width direction of the water stop member laminated in the order of the rubber packing, the fixing portion of the water stop main body, and the metal retaining plate from the bottom is the edge of the wall rail / ground cover portion on one side The other end in the width direction is fixed to the edge of the wall rail / ground cover portion on the other side, and the horizontal portion of the wall rail / ground cover portion of the flexible portion of the water stop material body The water stop structure is characterized in that the bulge direction in the bulge direction and the bulge direction in the vertical portion are reversed.

上記のとおり本発明に係る止水部材は、幅方向に撓み変形して伸縮し得る可撓部とその両側に連設される平坦な定着部とから成る薄手の止水材本体と、前記定着部の下側に配置されるゴムパッキンと、前記定着部の上側に配置される金属製押止板とから成り、前記止水材本体の可撓部は、前記コンクリート構造物の直角部に対応する折れ目を有していて、その折れ目の一方の側の可撓部と他方の側の可撓部とが表裏反対側に膨出して成るものであるため、橋梁端部の壁高欄と地覆などのように、水平から垂直に曲がる部分のあるコンクリート構造物の伸縮継ぎ手部の遊間に配設された場合、その可撓部が遊間の間隔変動に追随して撓み変形し、また、可撓部の折れ目が遊間の間隔変動に伴って前後方向に移動することで、その間隔変動を吸収することができ、また、耐候性資材が用いられることと相俟って、長期に亘りその止水性能を保持し得る効果がある。   As described above, the water-stop member according to the present invention includes a thin water-stop material body composed of a flexible portion that can bend and deform in the width direction and expand and contract, and flat fixing portions that are continuously provided on both sides of the flexible portion. Comprising a rubber packing disposed below the fixing portion and a metal retaining plate disposed above the fixing portion, and the flexible portion of the water-stopping material body corresponds to a right angle portion of the concrete structure. A flexible part on one side of the fold and a flexible part on the other side bulge to the opposite side of the front and back. When it is arranged between the play of the expansion joint part of a concrete structure with a part that bends from the horizontal like the ground cover, the flexible part bends and deforms following the interval variation between play, As the folds of the flexible part move in the front-rear direction with fluctuations in the gap between the play, the fluctuations in the gap are absorbed. Rukoto can also I cooperation with a possible weather resistance material is used, there is an effect capable of retaining its water stopping performance over a long term.

また、本発明に係る止水構造は、上記効果を有する止水部材を用いるものであるため、施工箇所における遊間に間隔変動が起きても、止水材本体の可撓部が撓み変形し、また、その折れ目が移動することでその変動を吸収することができるので、間隔変動に起因して止水手段が損傷することがなく、また、耐候性資材が用いられることと相俟って、長期に亘りその止水性能を保持し得る効果がある。   In addition, since the water stop structure according to the present invention uses the water stop member having the above-described effect, even if the interval variation occurs between play points in the construction site, the flexible portion of the water stop material body is bent and deformed, Moreover, since the fluctuation can be absorbed by the movement of the fold, the water stop means is not damaged due to the fluctuation of the interval, and coupled with the use of the weather resistant material. There is an effect that the water stopping performance can be maintained for a long time.

本発明に係る止水部材の分解斜視図である。It is a disassembled perspective view of the water stop member which concerns on this invention. 本発明に係る止水部材の施工状態を示す斜視図である。It is a perspective view which shows the construction state of the water stop member which concerns on this invention. 本発明に係る止水部材の作用を示す、図2におけるA−A線縦断面図である。It is an AA line longitudinal cross-sectional view in FIG. 2 which shows the effect | action of the water stop member which concerns on this invention.

本発明を実施するための形態につき、添付図面に依拠して説明する。本発明に係る止水部材1は、主に、直角部を有していて間隔が変動することがあるコンクリート構造物間の遊間をシールするための部材であって、図1に示されるように、幅方向に撓み変形して伸縮し得る可撓部3、3aと、その両側に延設される平坦な定着部4とから成る薄手の止水材本体2と、定着部4の下側に配置されるゴムパッキン5と、定着部4の上側に被装されて、定着部4及びその下側に存するゴムパッキン5を押え止める金属製押止板6とから成る。   A mode for carrying out the present invention will be described with reference to the accompanying drawings. The water-stop member 1 according to the present invention is a member mainly for sealing a gap between concrete structures having a right-angled portion and the interval of which may vary, as shown in FIG. A thin water-stopping material body 2 composed of flexible portions 3 and 3a which can bend and deform in the width direction and expand and contract, and flat fixing portions 4 extending on both sides thereof; The rubber packing 5 is arranged, and the fixing plate 4 is mounted on the upper side, and the fixing unit 4 and the metal holding plate 6 for holding down the rubber packing 5 existing below the fixing unit 4 are formed.

止水材本体2は、基板8と、基板8の下部(下方水平部)に対応する形状であって、基板8の裏側に合着される保形支持板9とから成る(図1参照)。保形支持板9は、基板8の下部をその裏面側から支持して補強する役目を果たすもので、基板8と同様に、可撓部10とその両側に延設された定着部11とから成り、可撓部10は、基板8の可撓部3と同じ曲率で表面側に膨出するように形成される。なお、可撓部10は、可撓部3よりも少し長めに、即ち、その奥側端部が、可撓部3と可撓部3aの境目である折れ目7よりも少し奥に突出するように形成される。   The water-stop material main body 2 includes a substrate 8 and a shape-retaining support plate 9 that has a shape corresponding to the lower portion (lower horizontal portion) of the substrate 8 and is attached to the back side of the substrate 8 (see FIG. 1). . The shape-retaining support plate 9 serves to support and reinforce the lower portion of the substrate 8 from the back side thereof. Like the substrate 8, the shape-retaining support plate 9 includes a flexible portion 10 and fixing portions 11 extending on both sides thereof. The flexible portion 10 is formed so as to bulge to the surface side with the same curvature as the flexible portion 3 of the substrate 8. The flexible portion 10 is slightly longer than the flexible portion 3, that is, its back end protrudes slightly behind the fold 7 that is the boundary between the flexible portion 3 and the flexible portion 3 a. Formed as follows.

例えば、基板8は0.05mm程度の薄手のものとされ、これを支える保形支持板9は、その倍の0.1mm程度の厚さのものとされる。通例、基板8と保形支持板9には金属箔、特にステンレス箔が用いられるが、フッ素樹脂シートその他の薄手の耐候性樹脂材を用いることもできる。   For example, the substrate 8 has a thin thickness of about 0.05 mm, and the shape-retaining support plate 9 that supports the substrate 8 has a thickness of about 0.1 mm, which is twice as large. Typically, a metal foil, particularly a stainless steel foil, is used for the substrate 8 and the shape-retaining support plate 9, but a thin weather-resistant resin material such as a fluororesin sheet can also be used.

ゴムパッキン5と押止板6は、それぞれ止水材本体2の定着部4に対応する形状及び長さに形成される。止水材本体2、ゴムパッキン5及び押止板6は、それぞれ一連に形成することができるが、コンクリート構造物に寸法誤差が生ずることが不可避であることを考慮し、それぞれ複数に分割して形成し、施工時に一連につなぎ合わせるようにすることが好ましい。   The rubber packing 5 and the pressing plate 6 are each formed in a shape and a length corresponding to the fixing portion 4 of the water blocking material main body 2. The water-stopping material body 2, the rubber packing 5 and the retaining plate 6 can be formed in series, but considering that it is inevitable that a dimensional error occurs in the concrete structure, each is divided into a plurality of parts. It is preferable to form and join together in a series at the time of construction.

図示した例における止水材本体2(基板8)、ゴムパッキン5及び押止板6は、それぞれ、上方直角部と中間直線部と下方直角部とに3分割されている。上方直角部は、コンクリート構造物上端の直角部(厳密な意味での直角とは限らない。)に対応するもので、その水平部の可撓部3は表面側に膨出し、その垂直部の可撓部3aは裏面側に膨出するように形成される。下方直角部は、コンクリート構造物の下部の直角部(同上)に対応するもので、その垂直部の可撓部3aは裏面側に膨出し、その水平部の可撓部3は表面側に膨出するように形成される。また、中間直線部の可撓部3aは、裏面側に膨出させる。   The water blocking material main body 2 (substrate 8), the rubber packing 5 and the retaining plate 6 in the illustrated example are each divided into an upper right angle portion, an intermediate straight portion and a lower right angle portion. The upper right-angled portion corresponds to the right-angled portion at the upper end of the concrete structure (not necessarily in the strict sense), and the horizontal flexible portion 3 bulges to the surface side, and the vertical portion The flexible part 3a is formed so as to bulge to the back side. The lower right angle portion corresponds to the lower right angle portion (same as above) of the concrete structure, the vertical flexible portion 3a bulges to the back surface side, and the horizontal flexible portion 3 bulges to the front surface side. It is formed to come out. Moreover, the flexible part 3a of the intermediate linear part is bulged to the back side.

可撓部3、3aは、横方向からの負荷を受けて撓み変形するもので、その膨出形状は、通例、図示した例のように断面半円形とされるが、それに限られる訳ではなく、例えば、三角形や四角形、その他任意の膨出形状とすることができる。   The flexible portions 3 and 3a are bent and deformed by receiving a load from the lateral direction, and the bulging shape is generally a semicircular cross section as in the illustrated example, but is not limited thereto. For example, it can be a triangle, a square, or any other bulging shape.

図2は、上記構成の止水部材1を、橋梁の壁高欄21、22と地覆部21a、22aの伸縮継ぎ手部に施工した状態を示すものである。止水部材1の施工に際しては、先ず、下からゴムパッキン5、保形支持板9の定着部11、基板8の定着部4、金属製押止板6を予めこの順に積層した止水部材1の一端部を、一方の側の壁高欄21・地覆部21aの端縁に固定し、次いで、同様に積層した止水部材1の他端部を、他方の側の壁高欄22・地覆部22aの端縁に固定する。なお、この場合の止水部材1の端部の遊間端縁への固定は、新設の場合は埋め込みにより行うことができ、既設部分に使用する場合は、アンカー留めなどの留め付け手段によって行うことができる。   FIG. 2 shows a state in which the water blocking member 1 having the above-described configuration is applied to the bridge wall height columns 21 and 22 and the expansion joint portions of the ground covering portions 21a and 22a. When the water stop member 1 is constructed, first, the water stop member 1 in which the rubber packing 5, the fixing portion 11 of the shape retaining support plate 9, the fixing portion 4 of the substrate 8, and the metal retaining plate 6 are laminated in this order from the bottom. Is fixed to the edge of the wall height column 21 / ground cover portion 21a on one side, and then the other end portion of the water blocking member 1 laminated in the same manner is fixed to the wall height column 22 / ground cover on the other side. It fixes to the edge of the part 22a. In this case, the end of the water-stopping member 1 can be fixed to the free edge by embedding in the case of a new installation, and by using a fastening means such as an anchor when used in an existing part. Can do.

かくして、可撓部3、3a、10が、壁高欄21、22間の遊間23、並びに、地覆部21a、22a間の遊間23を閉塞し(図3参照)、その部分を水密シールして、雨水等が遊間内に漏水することを防止する。そして、その状態において、橋梁の温度変化による伸縮に伴う遊間23の間隔変動によって幅方向に負荷を受けても、可撓部3、3a、10が撓み変形して幅方向に伸縮してその変動を吸収することができ(図3参照)、止水性能に支障を来たすことはない。   Thus, the flexible portions 3, 3 a, and 10 block the gap 23 between the wall height columns 21, 22 and the gap 23 between the ground cover portions 21 a, 22 a (see FIG. 3), and seal that portion with a watertight seal. Prevent rainwater etc. from leaking into the play. In this state, even if a load is applied in the width direction due to the fluctuation in the gap 23 due to the expansion and contraction due to the temperature change of the bridge, the flexible portions 3, 3 a and 10 are bent and deformed to expand and contract in the width direction. Can be absorbed (see FIG. 3), and the water stop performance is not hindered.

また、下方直角部における垂直部の可撓部3aと水平部の可撓部3との境目である折れ目7の位置は固定的ではなく、壁高欄21(地覆部21a)に対する壁高欄22(地覆部22a)の相対的変位に伴って惹き起こされる定着部4、4間の間隔の変化に追随して、前後方向に移動する。即ち、定着部4、4間の間隔が広がると、可撓部3が引っ張られることで折れ目7は前進し、定着部4、4間の間隔が狭まると、可撓部3が両側から押されることで折れ目7は後退する。このように折れ目7が前後に移動することで、遊間23の間隔変動に対応することができる。なお、橋梁の温度変化による伸縮(遊間23の間隔変動)は年に一度であるので、50回の伸縮に耐えられれば、単純に50年の耐用年数がある、と言うことができることになる。   Further, the position of the crease 7 that is the boundary between the vertical flexible portion 3a and the horizontal flexible portion 3 in the lower right-angled portion is not fixed, and the wall height column 22 with respect to the wall height column 21 (ground cover portion 21a). It moves in the front-rear direction following the change in the distance between the fixing portions 4 and 4 caused by the relative displacement of the (ground cover portion 22a). That is, when the interval between the fixing portions 4 and 4 is widened, the fold 7 is advanced by pulling the flexible portion 3, and when the interval between the fixing portions 4 and 4 is narrowed, the flexible portion 3 is pushed from both sides. As a result, the crease 7 moves backward. In this way, the crease 7 moves back and forth, so that it is possible to cope with the interval variation of the play 23. In addition, since the expansion / contraction due to the temperature change of the bridge (change in the interval of the gap 23) is once a year, if it can withstand 50 expansions / contractions, it can simply be said that it has a useful life of 50 years.

この発明をある程度詳細にその最も好ましい実施形態について説明してきたが、この発明の精神と範囲に反することなしに広範に異なる実施形態を構成することができることは言うまでもない。従って、この発明は、添付請求の範囲において限定した以外は、その特定の実施形態に制約されるものではない。   Although the invention has been described in some detail in its most preferred embodiments, it will be appreciated that a wide variety of embodiments can be constructed without departing from the spirit and scope of the invention. Accordingly, the invention is not limited to that particular embodiment, except as limited in the appended claims.

1 止水部材
2 止水部材本体
3、3a、10 可撓部
4、11 定着部
5 ゴムパッキン
6 押止板
7 折れ目
8 基板
9 保形支持板
21、22 壁高欄
21a、22a 地覆部
23 遊間
DESCRIPTION OF SYMBOLS 1 Water stop member 2 Water stop member main body 3, 3a, 10 Flexible part 4, 11 Fixing part 5 Rubber packing 6 Stopping plate 7 Fold 8 Substrate 9 Shape retention support plate 21, 22 Wall height column 21a, 22a Ground cover part 23 Yuma

Claims (4)

直角部を有していて間隔が変動することがあるコンクリート構造物間の遊間をシールするための部材であって、
幅方向に撓み変形して伸縮し得る可撓部とその両側に連設される平坦な定着部とから成る薄手の止水材本体と、前記定着部の下側に配置されるゴムパッキンと、前記定着部の上側に配置される金属製押止板とから成り、
前記止水材本体の前記可撓部は、前記コンクリート構造物の直角部に対応する折れ目を有していて、その折れ目を挟んで一方の側の可撓部と他方の側の可撓部とが表裏反対側に膨出しており、前記止水材本体は、基板と、それに対応する形状であってその下側に配置される保形支持板とから成り、前記保形支持板と前記基板はステンレス箔製であることを特徴とする止水部材。
A member for sealing a gap between concrete structures having a right-angled portion and the interval of which may vary,
A thin water-stopping material main body comprising a flexible part that can bend and deform in the width direction and expand and contract, and a flat fixing part continuously provided on both sides thereof, and a rubber packing disposed below the fixing part, A metal pressing plate disposed on the upper side of the fixing unit,
The flexible part of the waterstop body has a fold corresponding to a right angle part of the concrete structure, and the flexible part on one side and the flexible part on the other side across the fold. And the water-stopping material body is composed of a substrate and a shape-retaining support plate disposed on the lower side of the substrate, and the shape-retaining support plate, The water stop member, wherein the substrate is made of stainless steel foil .
前記保形支持板は前記基板よりも厚手である、請求項に記載の止水部材。 The shape retaining support plate has a thickness hand than said substrate, water-shutoff member according to claim 1. 前記止水材本体の可撓部は、断面が半円形状、その他任意の形状に膨出していて、横方向からの負荷を受けて撓み変形する、請求項1又は2に記載の止水部材。 The water-stop member according to claim 1 or 2 , wherein the flexible portion of the water-stop material body has a semicircular cross-section and other arbitrary shapes, and is bent and deformed by receiving a load from the lateral direction. . 請求項1乃至のいずれかに記載の止水部材を用いて施工される、壁高欄・地覆部の伸縮継ぎ手部における止水構造であって、
下から前記ゴムパッキン、前記止水材本体の定着部、前記金属製押止板の順に積層された前記止水部材の幅方向一端部が一方の側の前記壁高欄・地覆部の端縁に固定されると共に、幅方向他端部が他方の側の前記壁高欄・地覆部の端縁に固定され、前記止水材本体の可撓部の前記壁高欄・地覆部の水平部分における膨出方向と垂直部分における膨出方向とが表裏逆になっていることを特徴とする止水構造。
Any one of claims 1 to 3 is applied using water-shutoff member according to, a water stop structure in the expansion joint portion of the wall railings-Jibuku unit,
One end in the width direction of the water stop member laminated in the order of the rubber packing, the fixing portion of the water stop main body, and the metal retaining plate from the bottom is the edge of the wall rail / ground cover portion on one side The other end in the width direction is fixed to the edge of the wall rail / ground cover portion on the other side, and the horizontal portion of the wall rail / ground cover portion of the flexible portion of the water stop material body The water stop structure characterized by the fact that the bulge direction at the vertical portion and the bulge direction at the vertical portion are reversed.
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