JP2006009341A - Joint seal material of caisson - Google Patents

Joint seal material of caisson Download PDF

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JP2006009341A
JP2006009341A JP2004186193A JP2004186193A JP2006009341A JP 2006009341 A JP2006009341 A JP 2006009341A JP 2004186193 A JP2004186193 A JP 2004186193A JP 2004186193 A JP2004186193 A JP 2004186193A JP 2006009341 A JP2006009341 A JP 2006009341A
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caisson
main body
cylindrical main
fixed
joint
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Kazumi Shizu
一実 志津
Hideyuki Hosoya
英之 細谷
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Seibu Polymer Corp
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Seibu Polymer Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint seal material of a caisson capable of maintaining a water shielded state by coping with also the abrupt opening of a joint by earthquake and having excellent installation workability. <P>SOLUTION: This joint seal material 10 comprises a fixing part 12 and a connection water-cutoff plate part 13 in a cylindrical body opening at its upper end part and closed at its lower end part by a bottom wall 11A formed of a rubber sheet. The connection water cutoff plate part 13 comprises a plate-like fixed plate part 13A and an extendable part 13B folded with a prescribed width to one side along the outer surface of the cylindrical body 11, and fixed to the outer surface of the cylindrical body 11 at a position symmetrical with the fixing part 12 on one side of the center of the cylindrical body through the extendable part 13B. The joint seal material 10 is fixedly tightened to the end face 1A of the caisson 1 watertight with the fixing part 12, and the fixed plate part 13A of the connection water cutoff plate part 13 is fixedly connected to the inside of a fixed groove 1B' formed at the end face 1A' of the caisson 1' with concrete mortar. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は、海や湖等の埋め立てのためにケーソンによって護岸壁を構築する際に、隣接するケーソンの間隙を密封して水の流通や土砂の流出を防ぐ目地シール材に関する。   The present invention relates to a joint sealing material that seals a gap between adjacent caissons to prevent water circulation and sediment discharge when a revetment wall is constructed by caisson for reclamation of the sea, a lake, or the like.

海等を埋め立てる際、埋め立てるべき海面を囲んで複数のケーソンを直列に連続して沈設して護岸壁を構築し、この護岸壁に囲まれた海域に土砂等を搬入して埋め立てる工法がある。   There is a construction method in which when reclaiming the sea, a revetment wall is constructed by continuously sinking a plurality of caissons in series surrounding the sea surface to be reclaimed, and earth and sand are brought into the sea area surrounded by the revetment wall.

この工法のように、埋め立て地の護岸壁をケーソンによって構築する場合には、隣接するケーソンの間隙を介した土砂等の流出を防ぐためにケーソン間の目地をシール材等によって完全にシールする必要がある。   When building a revetment wall in a landfill site with caisson as in this construction method, it is necessary to completely seal the joint between caisson with a sealant etc. to prevent outflow of earth and sand etc. through the gap between adjacent caisson. is there.

その際に用いられるシール材としては、特許文献1に開示のごとく、柔軟性を有する材料によって上端部が開口し下端部が閉じた中空長筒状に形成され、隣接するケーソンの一方の端面に装着されて、内部に砂,アスファルト,コンクリートモルタル等の中詰材が注入充填されることによって膨出してその外表面が他方のケーソンの対向する端面に圧着するものがある。   As disclosed in Patent Document 1, the sealing material used in that case is formed in a hollow long cylindrical shape having an upper end opened and a lower end closed by a flexible material, and is formed on one end face of an adjacent caisson. Some of them are mounted and filled with a filling material such as sand, asphalt, concrete mortar, etc., so that the outer surface is swelled and the outer surface is crimped to the opposite end face of the other caisson.

また、このようなシール材を用いたシール部構造として、ケーソンの内外面近傍の目地にそれぞれシール材を配設すると共に、そのシール材の間の目地にアスファルトマスチック等の間詰材を充填したものがある。(特許文献2,3参照)
特公平5−7486号公報 特許第2622892号公報 特開2002−167772号公報
In addition, as a seal portion structure using such a seal material, a seal material is disposed in each joint near the inner and outer surfaces of the caisson, and a filling material such as asphalt mastic is filled in the joint between the seal materials. There is something. (See Patent Documents 2 and 3)
Japanese Patent Publication No. 5-7486 Japanese Patent No. 2622892 JP 2002-167772 A

ところで、廃棄物の埋め立て処分場の護岸を上記のごときケーソンによって構築する場合には、廃棄物の有害成分の流出を完全に防ぐことのできる管理型護岸としなければならない。   By the way, when building a revetment in a landfill site for waste by caisson as described above, it must be a managed revetment that can completely prevent the outflow of harmful components of waste.

しかしながら、上記従来のシール材及びシール部構造では、地震等によって隣接するケーソンが離間する側に相対変位してその目地が急激に開くと、それに対応することができずに隙間を生じ、遮水が不十分となる虞があるという問題があった。   However, in the conventional sealing material and the sealing portion structure, when the adjacent caisson is relatively displaced due to an earthquake or the like and the joint is suddenly opened, a gap is generated without being able to cope with it, and the water shielding There was a problem that there was a risk of insufficient.

そこで、シール材に止水板部を一体形成(又はシール材の取り付け部に止水板を介装)し、その止水板の外縁を対向するケーソンに締着することが考えられるが、その場合、止水板部(止水板)のケーソンへの締着作業をダイバーが水中で行わなければならず、極めて面倒なものとなってしまう。   Therefore, it is conceivable to form a water stop plate portion integrally with the seal material (or to insert a water stop plate in the seal material mounting portion) and fasten the outer edge of the water stop plate to the opposing caisson. In this case, the work of fastening the water stop plate portion (water stop plate) to the caisson must be performed underwater by the diver, which is extremely troublesome.

本発明は、上記問題に鑑みてなされたものであって、地震等による目地の急激な開きにも対応して遮水状態を維持することができ、装着作業性も良いケーソンの目地シール材を提供することを目的とする。   The present invention has been made in view of the above problems, and can provide a caisson joint sealing material that can maintain a water-blocking state in response to a sudden opening of a joint due to an earthquake or the like and has good workability. The purpose is to provide.

上記目的を達成する本発明のケーソンの目地シール材は、隣接するケーソンの端面間に配設され、内部に中詰材が充填されることで膨出して前記端面間をシールするものであって、柔軟性を有する材料から成る下端部が閉じた中空長筒状の筒状本体に、一方のケーソンの端面に締着される碇着部と、他方のケーソンの外面に水密的に連結固定される連結止水板部とが、それぞれ長手方向に沿って設けられており、
前記碇着部は、前記筒状本体の左右両側に所定の幅の板状に張り出して前記筒状本体の左右両側で一方のケーソンの端面に締着されるように形成され、前記連結止水板部は、先端に大径の係合部を備え前記他方のケーソンの固定溝にコンクリートモルタルによって打ち込まれて連結固定される結合板部と、該結合板部の基端と連続し前記筒状本体の外面に沿って折り畳み形成されて前記筒状本体に繋がる伸縮部とから成り、前記筒状本体の前記碇着部と対称位置に前記結合部を突出させて設けられていることを特徴とする。
The caisson joint sealing material of the present invention that achieves the above object is disposed between the end faces of adjacent caisons, and is swelled by filling the inside with a filling material to seal between the end faces. A hollow long cylindrical tubular body made of a flexible material is closed and fixed in a watertight manner to a caulking portion fastened to an end surface of one caisson and an outer surface of the other caisson. Connecting water stop plate portions are respectively provided along the longitudinal direction,
The attachment portion is formed so as to project into a plate shape having a predetermined width on both left and right sides of the cylindrical main body, and is fastened to an end surface of one caisson on both the left and right sides of the cylindrical main body. The plate portion has a large-diameter engaging portion at the tip, and is connected to the fixing groove of the other caisson by a concrete mortar and connected and fixed, and the base end of the connecting plate portion is connected to the cylindrical shape. It comprises a telescopic part that is folded along the outer surface of the main body and is connected to the cylindrical main body, and is provided with the coupling portion protruding at a position symmetrical to the affixed portion of the cylindrical main body. To do.

このように構成された目地シール材は、先に設置される一方のケーソンの端面にその碇着部で設置前に装着される。そのケーソンの設置後に設置される隣接する他方のケーソンには、当該他方のケーソンに予め形成された固定溝に連結止水板部の結合部を位置させてコンクリートモルタル等の充填材を打設することで水密的に連結固定される。   The joint sealing material configured in this way is attached to the end face of one of the caissons that has been previously installed at the end thereof before installation. In the other adjacent caisson installed after the caisson is installed, a filler such as concrete mortar is placed by positioning the joint of the water stop plate in a fixed groove formed in advance in the other caisson. This is connected and fixed in a watertight manner.

本発明のケーソンの目地シール材によれば、碇着部で一方のケーソンに固定されて内部に中詰材が充填されて膨出した筒状本体が目地をシールし、地震等による目地の急激な開きに対しては連結止水板部の伸縮部が伸展することで対応してシール状態を保ち、遮水状態を維持することができる。また、連結止水板部はその結合板部を隣接する他方のケーソンの対向面に予め形成された固定溝に位置させてコンクリートモルタル等の充填材を打設することで水密的に連結固定されるため、連結止水板部のケーソンへの固定に面倒な水中作業は必要なく、極めて装着作業性が良ものである。更に、結合板部はその長手方向に連続して充填材に埋め込まれるために固定が確実で水密性も高い。   According to the caisson joint sealing material of the present invention, the tubular main body which is fixed to one caisson at the attachment portion and is filled with the filling material inside and swells seals the joint. Corresponding to the opening, the expansion / contraction part of the connecting water blocking plate part extends to maintain the sealing state and maintain the water shielding state. In addition, the connection water stop plate portion is connected and fixed in a watertight manner by placing a filler such as concrete mortar by placing the connection plate portion in a fixed groove formed in the opposite surface of the other adjacent caisson. Therefore, there is no need for troublesome underwater work for fixing the connection water stop plate portion to the caisson, and the mounting workability is extremely good. Furthermore, since the connecting plate portion is continuously embedded in the filler in the longitudinal direction, the connecting plate portion is surely fixed and has high water tightness.

以下、添付図面を参照して本発明を実施するための最良の形態について説明する。
図1は本発明に係るケーソンの目地シール材の一構成例の斜視図,図2(A)はその平面図,図2(B)は装着過程の平面図である。
目地シール材10は、装着されるケーソンの高さと対応する長さで、筒状本体11に、碇着部12と連結止水板部13とを備えている。筒状本体11及び碇着部12は、何れも、耐老化性、耐海水性、耐候性、耐熱性を有する合成ゴムの板厚中央部分に合成繊維を介装した所定厚さの補強繊維入りゴム板によって形成されている。
The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
FIG. 1 is a perspective view of a structural example of a caisson joint sealing material according to the present invention, FIG. 2 (A) is a plan view thereof, and FIG. 2 (B) is a plan view of a mounting process.
The joint sealing material 10 has a length corresponding to the height of the caisson to be mounted, and includes a tubular body 11 and a staking portion 12 and a connected water stop plate portion 13. The cylindrical main body 11 and the staking part 12 are each provided with a reinforcing fiber having a predetermined thickness in which a synthetic fiber is interposed in a central portion of a synthetic rubber plate having aging resistance, seawater resistance, weather resistance, and heat resistance. It is formed by a rubber plate.

筒状本体11は、断面形状楕円形の筒状体で、上端部は開放し下端部はゴムシートからなる底壁11Aで閉じられている。   The cylindrical main body 11 is a cylindrical body having an elliptical cross-sectional shape, and an upper end is opened and a lower end is closed by a bottom wall 11A made of a rubber sheet.

底壁11Aは、図1中想像線で示すように、紡錘状に下側に突出して形成されており、それが破線で示すように筒状本体11の内部に折り込まれた状態でケーソンに装着され、後述するように筒状本体11の内部に中詰材4が充填されるとこの底壁11Aが地盤の凹凸に対応して密着するようになっているものである。   The bottom wall 11A is formed so as to protrude downward in a spindle shape as shown by an imaginary line in FIG. 1, and is attached to the caisson in a state of being folded inside the cylindrical main body 11 as shown by a broken line. As will be described later, when the filling material 4 is filled in the cylindrical main body 11, the bottom wall 11A is brought into close contact with the unevenness of the ground.

碇着部12は、筒状本体11の長手方向全域に亘って、筒状本体11の左右両側に所定幅で突出しており、これは、筒状本体11の長径より幅広のゴム板が、筒状本体11に一体加硫によって所定の幅で固着されることで形成されている。   The brace portion 12 protrudes with a predetermined width on both the left and right sides of the cylindrical main body 11 over the entire longitudinal direction of the cylindrical main body 11, and this is because a rubber plate wider than the long diameter of the cylindrical main body 11 is It is formed by being fixed to the main body 11 with a predetermined width by integral vulcanization.

連結止水板部13は、結合板部としての板状の固定板部13Aとその基端縁の伸縮部13Bとから成り、筒状本体11及び碇着部12と同様な合成ゴム等の弾性素材によって形成されている。   The connection water stop plate portion 13 is composed of a plate-like fixed plate portion 13A as a connecting plate portion and an expansion / contraction portion 13B at the base end thereof, and is similar to the elastic material such as a synthetic rubber similar to the cylindrical main body 11 and the attachment portion 12. It is made of material.

固定板部13Aは、所定厚さで所定幅の板状でその先端縁に板厚より大きな径の断面円形の係合部13Cを備えている。   The fixed plate portion 13A has a plate shape with a predetermined thickness and a predetermined width, and is provided with an engagement portion 13C having a circular cross section with a diameter larger than the plate thickness at the tip edge.

伸縮部13Bは、所定の板厚で固定板部13Aと直角に連続し、筒状本体11の外面に沿って一方側方に所定の幅で折り畳まれた(本構成例は二つ折り)形状に予め形成されており、先端縁が筒状本体11の外面に一体加硫によって固着されている。   The stretchable part 13B is continuous with the fixed plate part 13A at a predetermined thickness and is folded at a predetermined width on one side along the outer surface of the cylindrical main body 11 (this configuration example is folded in two). The tip edge is formed in advance and is fixed to the outer surface of the cylindrical body 11 by integral vulcanization.

そして、この連結止水板部13は、筒状本体11の中心を挟んで碇着部12とは対称位置の外面に、伸縮部13Bを介して連続一体化して固定板部13Aが筒状本体11の外面から略直立した状態で筒状本体11の長手方向に沿って設けられている。   And this connection water stop board part 13 is continuously integrated via the expansion-contraction part 13B on the outer surface of a symmetrical position with the attachment part 12 on both sides of the center of the cylindrical main body 11, and fixed board part 13A is a cylindrical main body. 11 is provided along the longitudinal direction of the cylindrical main body 11 in a substantially upright state from the outer surface of the cylindrical body 11.

上記のごとく構成された目地シール材10は、図2(B)及び装着状態の平面図である図3に示すように、先に設置されるケーソン1の外面に近い端面1Aに、その稜線に沿って鉛直に碇着部12で水密的に締着固定されると共に、連結止水板部13の固定板部13Aが後で設置されるケーソン1′の端面1A′に水密的に固着されて目地部2に装着される。   As shown in FIG. 2 (B) and FIG. 3 which is a plan view of the mounted state, the joint sealing material 10 configured as described above is formed on the edge line 1A near the outer surface of the caisson 1 installed earlier, on its ridgeline. The fixing plate portion 13A of the connection water stop plate portion 13 is fixed in a watertight manner to the end surface 1A 'of the caisson 1' to be installed later. Attached to the joint 2.

即ち、ケーソン1には、その端面1Aに植設されたアンカーボルト21を碇着部12に貫通させ、アンカーボルト21に螺合したナット22によって押さえ板23を介して碇着部12をケーソン1の端面1Aに締着することによって固定される。この装着作業は、ケーソン1の沈設前に行うことができる。   That is, in the caisson 1, the anchor bolt 21 planted on the end face 1A is passed through the anchoring portion 12, and the anchoring portion 12 is connected to the caisson 1 via the holding plate 23 by the nut 22 screwed to the anchor bolt 21. It is fixed by being fastened to the end face 1A. This mounting operation can be performed before the caisson 1 is set.

ケーソン1′には、図2(B)及び図3に示すように、その目地シール材10が装着される部位に固定溝1B′が形成され、この固定溝1B′の内部に、目地シール材10の連結止水板部13の固定板部13Aが位置し、固定溝1B′に打設されたコンクリートモルタル3(図3に示す)によって離脱不能に固定される。   As shown in FIGS. 2B and 3, the caisson 1 ′ is formed with a fixing groove 1B ′ at a portion where the joint sealing material 10 is mounted, and the joint sealing material is formed inside the fixing groove 1B ′. The fixed plate portion 13A of the ten connected water blocking plate portions 13 is positioned and fixed so as not to be detached by the concrete mortar 3 (shown in FIG. 3) placed in the fixing groove 1B ′.

固定溝1B′は、底面より開口部の幅が狭いアリ溝状断面で、ケーソン1に対してケーソン1′を所定の位置関係で設置するとその内部にケーソン1に装着された目地シール材10の連結止水板部13の固定板部13Aを収容するように目地シール材10の装着部位に形成されているものである。   The fixing groove 1B 'has a dovetail cross section whose opening is narrower than the bottom surface. When the caisson 1' is installed in a predetermined positional relationship with the caisson 1, the joint sealing material 10 attached to the caisson 1 is installed therein. It is formed in the attachment site | part of the joint sealing material 10 so that the fixed board part 13A of the connection water stop board part 13 may be accommodated.

このような固定溝1B′に固定板部13Aが位置した状態でコンクリートモルタル3が充填されると、コンクリートモルタル3は固定溝1B′の形状によって脱落不能にケーソン1′と固化一体化すると共に、固定板部13Aはコンクリートモルタル3に埋没してその先端縁の係合部13Cによって抜け落ち不能に固定される。つまり、連結止水板部13がケーソン1′に脱落不能に連結固定されるものである。尚、図中30は、後述する施工時において筒状本体11の固定溝1B′への没入を防ぐ支え枠である。   When the concrete mortar 3 is filled in such a state that the fixed plate portion 13A is positioned in the fixed groove 1B ′, the concrete mortar 3 is solidified and integrated with the caisson 1 ′ so as not to fall off due to the shape of the fixed groove 1B ′. The fixed plate portion 13A is buried in the concrete mortar 3 and is fixed so as not to fall off by the engaging portion 13C at the leading edge. That is, the connection water stop plate portion 13 is connected and fixed to the caisson 1 ′ so as not to fall off. In the figure, reference numeral 30 denotes a support frame that prevents the cylindrical main body 11 from being inserted into the fixing groove 1B ′ during construction to be described later.

ケーソン1とケーソン1′の間に配設された目地シール材10の筒状本体11には中詰材4が充填され、その圧力の作用で筒状本体11が断面円形状に膨出しようとして外面がケーソン1,1′の端面1A,1A′にそれぞれ圧着して目地部2を水密的にシールする。   The cylindrical main body 11 of the joint sealing material 10 disposed between the caisson 1 and the caisson 1 ′ is filled with the filling material 4, and the action of the pressure causes the cylindrical main body 11 to bulge into a circular cross section. The outer surface is crimped to the end surfaces 1A and 1A 'of the caissons 1 and 1' to seal the joint 2 in a watertight manner.

このような目地シール材10は、ケーソン1とケーソン1′の間の目地部2の内外両外面近傍にそれぞれ固定され、それら二本の目地シール材10(一方は図示せず)の間にアスファルトマスチック等の間詰材5が充填されて不透水層が形成されるものである。   Such a joint sealing material 10 is fixed in the vicinity of both the inner and outer surfaces of the joint portion 2 between the caisson 1 and the caisson 1 ′, and the asphalt between the two joint sealing materials 10 (one is not shown). The impermeable layer is formed by filling the filling material 5 such as mastic.

当該目地シール材10の設置施工は、施工前に陸上でケーソン1に予め目地シール材10を装着しておき、そのケーソン1を所定位置に沈設した後、隣接するケーソン1′をケーソン1に対して所定の位置関係(隙間)に位置合わせして沈設し、筒状本体11に中詰材4を充填すると共にケーソン1′の固定溝1B′内にその上部開口部からコンクリートモルタル3を充填することで行うことができる。つまり、ケーソン1への目地シール材10の装着は陸上で容易に行うことができ、設置されたケーソン1に対してケーソン1′を所定の位置関係で沈設することで筒状本体11がケーソン1とケーソン1′の隙間(目地部2)を塞ぐように位置すると共に連結止水板部13の固定板部13Aがケーソン1′の固定溝1B′内に位置し、その後、筒状本体11の内部への中詰材4の充填と、ケーソン1′の固定溝1B′へのコンクリートモルタル3の充填によって連結止水板部13をケーソン1′に容易に連結固定することができるものである。つまり、連結止水板部13をケーソン1′に連結固定するためにダイバーによる水中作業等は必要なく、極めて作業性良く短時間で容易に行えるものである。   The joint sealing material 10 is installed on the caisson 1 in advance before construction, after the caisson 1 is set in a predetermined position, the adjacent caisson 1 ′ is attached to the caisson 1. The cylindrical main body 11 is filled with the filling material 4 and the concrete mortar 3 is filled into the fixing groove 1B ′ of the caisson 1 ′ from the upper opening thereof. Can be done. In other words, the joint sealing material 10 can be easily attached to the caisson 1 on land, and the caisson 1 'is sunk in a predetermined positional relationship with respect to the installed caisson 1 so that the cylindrical main body 11 becomes caisson 1. And the fixing plate portion 13A of the connection water stop plate portion 13 are positioned in the fixing groove 1B 'of the caisson 1', and then the cylindrical main body 11 is closed. By connecting the filling material 4 into the interior and filling the concrete mortar 3 into the fixing groove 1B ′ of the caisson 1 ′, the connection water stop plate portion 13 can be easily connected and fixed to the caisson 1 ′. That is, in order to connect and fix the connection water stop plate portion 13 to the caisson 1 ', there is no need for underwater work by a diver, and it can be easily performed in a short time with extremely good workability.

ここで、ケーソン1′の固定溝1B′の開口部に、前述のごとき支え枠30を設けることで、中詰材4の充填時における筒状本体11の固定溝1B′内への膨出を防ぐことができる。   Here, by providing the support frame 30 as described above at the opening of the fixing groove 1B ′ of the caisson 1 ′, the tubular body 11 is bulged into the fixing groove 1B ′ when the filling material 4 is filled. Can be prevented.

支え枠30は、図4に斜視図を示すように、固定溝1B′の開口部を塞ぐ左右の閉塞板31が、連結止水板部13を跨ぐ形状の連結部32で連結されて形成されている。連結部32は固定溝1B′の長手方向に間欠的に設けられており、この連結部32の配設部位以外の部分では左右の閉塞板31の間が開口して固定溝1′へのコンクリートモルタル3の充填を阻害しないようになっている。そして、ケーソン1′の固定溝1B′にその開口部を覆うように設けられ、連結止水板部13を固定溝1B′に固定するコンクリートモルタル3の打設によって固定溝1B′に一体に打ち込まれる。この支え枠30はケーソン1′に予め固定されている必要はなく、筒状本体11への中詰材4の充填前に目地シール材10とケーソン1′の間に上側からスライドさせて挿置すれば良いものである。   As shown in the perspective view of FIG. 4, the support frame 30 is formed by connecting left and right blocking plates 31 that block the opening of the fixing groove 1 </ b> B ′ with a connecting portion 32 having a shape straddling the connecting water blocking plate portion 13. ing. The connecting portion 32 is intermittently provided in the longitudinal direction of the fixed groove 1B ′, and the portion between the left and right closing plates 31 is opened at portions other than the portion where the connecting portion 32 is provided, and the concrete is supplied to the fixed groove 1 ′. The filling of the mortar 3 is not hindered. Then, the fixed groove 1B ′ of the caisson 1 ′ is provided so as to cover the opening thereof, and the concrete water mortar 3 is fixedly driven into the fixed groove 1B ′ by placing a concrete mortar 3 for fixing the connection water stop plate 13 to the fixed groove 1B ′. It is. The support frame 30 does not need to be fixed to the caisson 1 'in advance, and is inserted by sliding between the joint sealant 10 and the caisson 1' before filling the cylindrical body 11 with the filling material 4. It is good.

上記のごとく構成された目地シール材10では、連結止水板部13によってケーソン1,1′の間(目地部2)が結合されている(目地部2が閉塞されている)ため、地震等によってケーソン1,1′が急激に相対変位した場合でも、この連結止水板部13によって遮水状態を維持することができる。   In the joint sealing material 10 configured as described above, the caisson 1, 1 ′ (joint part 2) is coupled (joint part 2 is closed) by the connecting water stop plate part 13, so that an earthquake, etc. Even if the caissons 1 and 1 ′ are suddenly relatively displaced, the water blocking state can be maintained by the connecting water stop plate portion 13.

即ち、ケーソン1,1′が離間する変位(目地部2が開く変位)には、図5に示すように連結止水板部13の伸縮部13Bが展開して伸び、遮水状態を維持する。この時、連結止水板部13は筒状本体11を引っ張って目地部2の開きに追従させるようにも作用する。これは、ケーソン1,1′がその延設方向と直交する方向に相対変位しても同様で、遮水状態を維持することができる。   That is, when the caissons 1 and 1 'are separated (displacement where the joint portion 2 is opened), as shown in FIG. . At this time, the connection water stop plate portion 13 also acts to pull the cylindrical main body 11 to follow the opening of the joint portion 2. This is the same even when the caissons 1 and 1 ′ are relatively displaced in the direction orthogonal to the extending direction, and the water shielding state can be maintained.

このように、連結止水板部13によって遮水状態を維持している間に、筒状本体11を膨出させて当該筒状本体11による本来の遮水状態を回復させることができるものである。連結止水板部13は碇着部12と対称位置にあり、ケーソン1,1′の離間変位に対する伸縮部13Bの伸長量は最短で良く、従って間詰材5の増加体積が少なくて済むものである。   Thus, while maintaining the water-blocking state by the connection water stop plate part 13, the tubular body 11 can be expanded to restore the original water-blocking state by the tubular body 11. is there. The connection water stop plate portion 13 is in a symmetrical position with the attachment portion 12, and the expansion amount of the expansion / contraction portion 13B with respect to the separation displacement of the caissons 1 and 1 'may be the shortest, and therefore, the increase volume of the filling material 5 may be small. .

尚、本願発明は上記構成例に限るものではなく適宜変更可能なものである。例えば、連結止水板部13の伸縮部13Bを二回以上折り畳んだ形状としたり、一方側方のみでなく左右均等に折り畳むように構成しても良いものである。   The present invention is not limited to the above-described configuration example, and can be changed as appropriate. For example, the expansion / contraction part 13B of the connection water stop plate part 13 may be configured to be folded twice or more, or may be configured to be folded not only on one side but also on the left and right sides.

本発明に係るケーソンの目地シール材の一構成例のである。It is an example of 1 structure of the caisson joint sealing material which concerns on this invention. (A)は目地シール材の平面図,(B)はその装着過程の平面図である。(A) is a plan view of the joint sealing material, and (B) is a plan view of the mounting process. 目地シール材の装着状態の平面図である。It is a top view of the mounting state of a joint sealing material. 支え枠の斜視図である。It is a perspective view of a support frame. 目地シール材の作用説明図である。It is operation | movement explanatory drawing of a joint sealing material.

符号の説明Explanation of symbols

1 ケーソン(一方のケーソン)
1′ ケーソン(他方のケーソン)
1B′ 固定溝
2 目地部
3 コンクリートモルタル
4 中詰材
1A,1A′ 端面
10 目地シール材
11 筒状本体
12 碇着部
13 連結止水板部
13A 固定板部(結合板部)
13B 伸縮部

1 Caisson (one caisson)
1 'caisson (the other caisson)
1B 'Fixing groove 2 Joint part 3 Concrete mortar 4 Filling material 1A, 1A' End face 10 Joint sealant 11 Cylindrical body 12 Adhering part 13 Connection water stop plate part 13A Fixing plate part (joint plate part)
13B telescopic part

Claims (1)

隣接するケーソンの端面間に配設され、内部に中詰材が充填されることで膨出して前記端面間をシールするものであって、
柔軟性を有する材料から成る下端部が閉じた中空長筒状の筒状本体に、一方のケーソンの端面に締着される碇着部と、他方のケーソンの外面に水密的に連結固定される連結止水板部とが、それぞれ長手方向に沿って設けられており、
前記碇着部は、前記筒状本体の左右両側に所定の幅の板状に張り出して前記筒状本体の左右両側で一方のケーソンの端面に締着されるように形成され、
前記連結止水板部は、先端に大径の係合部を備え前記他方のケーソンの固定溝にコンクリートモルタルによって打ち込まれて連結固定される結合板部と、該結合板部の基端と連続し前記筒状本体の外面に沿って折り畳み形成されて前記筒状本体に繋がる伸縮部とから成り、前記筒状本体の前記碇着部と対称位置に前記結合部を突出させて設けられていることを特徴とするケーソンの目地シール材。

It is disposed between the end faces of adjacent caissons, and swells by being filled with a filling material inside to seal between the end faces,
A hollow long cylindrical tubular body made of a flexible material with a closed bottom end is connected and fixed in a watertight manner to a staking portion fastened to an end surface of one caisson and an outer surface of the other caisson. The connection water stop plate part is provided along the longitudinal direction,
The attachment portion is formed so as to project into a plate shape having a predetermined width on both the left and right sides of the cylindrical main body, and is fastened to the end surface of one caisson on the left and right sides of the cylindrical main body,
The connection water stop plate portion has a large-diameter engagement portion at a distal end, and is connected to a fixing groove of the other caisson by a concrete mortar and connected and fixed, and a base end of the connection plate portion is continuous. And an expansion / contraction portion that is folded along the outer surface of the cylindrical main body and is connected to the cylindrical main body, and is provided with the coupling portion protruding at a position symmetrical to the attachment portion of the cylindrical main body. Caisson joint sealing material characterized by that.

JP2004186193A 2004-06-24 2004-06-24 Joint seal material of caisson Pending JP2006009341A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8853284B2 (en) 2008-06-02 2014-10-07 Honeywell International Inc. Wax dispersion formulations, method of producing same, and uses
CN104727276A (en) * 2014-03-02 2015-06-24 张朝利 Manufacturing method for concrete expansion joint dual waterstop structure
CN114635443A (en) * 2022-03-04 2022-06-17 广州船舶及海洋工程设计研究院(中国船舶工业集团公司第六0五研究院) Caisson and underwater maintenance device
JP7478060B2 (en) 2020-08-06 2024-05-02 五洋建設株式会社 Watertight structure and watertight method for connection between structures

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8853284B2 (en) 2008-06-02 2014-10-07 Honeywell International Inc. Wax dispersion formulations, method of producing same, and uses
CN104727276A (en) * 2014-03-02 2015-06-24 张朝利 Manufacturing method for concrete expansion joint dual waterstop structure
CN104727276B (en) * 2014-03-02 2016-07-06 苏州多固工程设计有限公司 The manufacture method of the double; two water sealing structure of concrete extension joint
JP7478060B2 (en) 2020-08-06 2024-05-02 五洋建設株式会社 Watertight structure and watertight method for connection between structures
CN114635443A (en) * 2022-03-04 2022-06-17 广州船舶及海洋工程设计研究院(中国船舶工业集团公司第六0五研究院) Caisson and underwater maintenance device

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