JPH09287192A - Flexible joint having smooth inner surface for culvert - Google Patents
Flexible joint having smooth inner surface for culvertInfo
- Publication number
- JPH09287192A JPH09287192A JP12275796A JP12275796A JPH09287192A JP H09287192 A JPH09287192 A JP H09287192A JP 12275796 A JP12275796 A JP 12275796A JP 12275796 A JP12275796 A JP 12275796A JP H09287192 A JPH09287192 A JP H09287192A
- Authority
- JP
- Japan
- Prior art keywords
- water blocking
- flexible water
- underdrain
- blocking member
- peripheral surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Sewage (AREA)
- Building Environments (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は上下水道、共同溝、
洞道等暗渠用の可撓継手に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to
The present invention relates to a flexible joint for a culvert such as a cave.
【0002】[0002]
【従来の技術】従来使用されている継手には、図12の
断面図に示すように、互いに対向する一対の角筒状また
は円筒状の暗渠a、a′の対向端部円周面に段差部b、
b′を設け、ゴム・合成樹脂等の可撓部材からなり中央
部に内周側に膨出したくびれ部cを有する短筒状の可撓
止水部材eの両端部d、d′を該段差部b、b′の周面
に水密的に取付けて地盤の不等沈下を伴なう暗渠の相対
変位を吸収させるとともに、これらの暗渠間の止水を行
わしめるようにタイプのものがある。なおkは目地材で
ある。2. Description of the Related Art As shown in a sectional view of FIG. 12, a conventionally used joint has a step on a circumferential surface of a pair of rectangular culverts a and a 'facing each other. Part b,
b ', and the both ends d and d' of a short tubular flexible water-stopping member e which is made of a flexible member such as rubber or synthetic resin and has a constricted portion c bulging inward at the center. There is a type which is mounted on the peripheral surfaces of the steps b and b 'in a watertight manner to absorb the relative displacement of the culvert accompanied by uneven settlement of the ground and to stop water between these culverts. . Here, k is a joint material.
【0003】また同タイプの継手として、本出願人の提
案にかかる特公昭63−58982号公報記載の継手が
ある。この継手は、図13の断面図に示されるように、
1対の相対向させた暗渠a、a′の端部の内周面に形成
された段差部b、b′に跨って、ゴム・合成樹脂等の弾
性材からなる短筒形に形成され、かつ中央に内周側に膨
出した環状のくびれ部cを有し、さらにこのくびれ部c
の両側から延びる碇着フランジ部d、d′を有する可撓
止水部材eを該碇着フランジd、d′において固着し、
前記段差部b、b′と前記可撓止水部材eとの間に形成
された空間部に該可撓止水部材eの軸方向への膨出変形
を防止する保護材f、f′を配設したものである。な
お、g、g′はフランジh、h′、j、j′および端面
部i、i′を備えた枠体であり、kは目地材である。As a joint of the same type, there is a joint described in Japanese Patent Publication No. 63-58982, which is proposed by the present applicant. This joint, as shown in the cross-sectional view of FIG.
It is formed in a short tubular shape made of an elastic material such as rubber or synthetic resin, straddling stepped portions b and b ′ formed on the inner peripheral surfaces of the ends of a pair of opposed underdrains a and a ′, In addition, it has an annular constriction c that bulges toward the inner peripheral side in the center, and this constriction c
A flexible water blocking member e having anchoring flanges d, d 'extending from both sides of the anchoring flanges d, d',
Protective members f and f 'for preventing the flexible water-stopping member e from bulging in the axial direction are provided in a space formed between the step portions b and b' and the flexible water-stopping member e. It is arranged. G and g 'are frames having flanges h, h', j and j 'and end faces i and i', and k is a joint material.
【0004】[0004]
【発明が解決しようとする課題】図12の継手は暗渠の
内周面lに対して継手が段差部b、b′内に陥入してい
る構成であるので、下水道等の暗渠においては腐敗物や
土砂等が段差部b、b′内に堆積したり、また共同溝等
では保守点検時の通行時足元が悪くなるという不便があ
る。また暗渠a、a′相互間で伸びや不等沈下が生じた
場合は暗渠a、a′間の凹みや段差はいっそう拡大し、
上記の不便は増大する。Since the joint shown in FIG. 12 has a structure in which the joint is recessed into the step portions b and b'with respect to the inner peripheral surface 1 of the underdrain, it is rotted in the underdrain such as sewer. There is an inconvenience that things, earth and sand, etc. are accumulated in the stepped portions b and b ', and that the common grooves and the like make the feet worse during passage during maintenance and inspection. When stretch or uneven settlement occurs between the culverts a and a ', the dents and steps between the culverts a and a'expand,
The above inconveniences increase.
【0005】図13の継手においては、平常時において
は段差部b、b′に配置された保護材f、f′により暗
渠の内周面とほぼ同一平面の内周面が形成されるので図
12の継手における上記の不便は防止できるが、暗渠
a、a′相互間に伸びや不等沈下を生じた場合には凹み
や段差が生じることは避けられない。[0005] In the joint shown in FIG. 13, the inner circumferential surface of the culvert is formed substantially flush with the inner circumferential surface of the culvert by the protective members f and f ′ arranged at the steps b and b ′ in normal times. Although the above-mentioned inconvenience can be prevented in the joint 12, it is unavoidable that a dent or a step occurs when the culverts a and a ′ elongate or unequally subside.
【0006】本発明は上記従来の暗渠の継手の問題点に
かんがみなされたものであって、設置時に暗渠内周面に
対して平滑であり、また暗渠間に伸びや不等沈下が生じ
た場合でも暗渠間に凹みや段差が生じることを防止する
ことができる暗渠用内面平滑可撓継手を提供しようとす
るものである。The present invention has been made in view of the problems of the above-mentioned conventional underdrain joint, and is smooth with respect to the inner peripheral surface of the underdrain at the time of installation, and also when stretch or uneven settlement occurs between the underdrain. However, it is an object of the present invention to provide an inner surface smooth flexible joint for an underdrain which can prevent a recess or a step from being formed between the underdrain.
【0007】[0007]
【課題を解決するための手段】上記目的を達成する請求
項1記載の発明にかかる暗渠用内面平滑可撓継手は、1
対の相対向する暗渠の端部において該暗渠の内周面とほ
ぼ平行な周面を有するように形成された段差部上に張出
すようにして該暗渠の内周面とほぼ同一平面上に延長し
暗渠の端部に配置される可撓止水部材押え板と、ゴム・
合成樹脂等の可撓部材からなりおおむね平坦な内周面と
外側に突出した両端部を有する短筒状に形成され、該段
差部の該周面と該可撓止水部材押え板との間に形成され
る空間内において該突出端部が該可撓止水部材押え板と
該段差部の該周面とによって挾持されかつ該空間内を摺
動できるようにして該1対の相対向する暗渠の両段差部
に跨って配置される可撓止水部材と、該段差部の対向暗
渠に近い側の端部に配設され該可撓止水部材押え板と協
働して該可撓止水部材の該段差部からの離脱を防止する
ストッパー部材とを備えることを特徴とする。According to a first aspect of the present invention, there is provided an inner surface smooth flexible joint for an underdrain, which achieves the above object.
At the end of the pair of the underdrain, which is opposed to each other, the overhang is formed on the step portion formed so as to have a peripheral surface substantially parallel to the inner peripheral surface of the underdrain so as to be substantially flush with the inner peripheral surface of the underdrain. Flexible water stop member pressing plate that is extended and placed at the end of the underdrain, and rubber
Between the peripheral surface of the step and the flexible water stop member pressing plate, which is formed of a flexible member such as a synthetic resin and has a generally flat inner peripheral surface and both ends protruding outward. The projecting ends are held by the flexible water blocking member pressing plate and the peripheral surface of the step in a space formed in the space, and are slidable in the space so as to face each other. A flexible water blocking member that is disposed across both step portions of the underdrain, and the flexible water blocking member that is disposed at an end portion of the step portion that is closer to the opposing underdrain and that is flexible in cooperation with the flexible water blocking member pressing plate. And a stopper member for preventing the water blocking member from being separated from the stepped portion.
【0008】また請求項2記載の発明にかかる継手は、
1対の相対向する暗渠の端部に形成された段差部上に配
置され、該暗渠の内周面とほぼ平行な内周面を有する短
筒状の枠体と、該暗渠の内周面とほぼ同一平面上におい
て該段差部上に張出すようにして該枠体の端部に固定さ
れた可撓止水部材押え板と、ゴム・合成樹脂等の可撓部
材からなりおおむね平坦な内周面と外側に突出した両端
部を有する短筒状に形成され、該枠体の該内周面と該可
撓止水部材押え板との間に形成される空間内において該
突出端部が該可撓止水部材押え板と該枠体の該内周面と
によって挾持されかつ該空間内を摺動できるようにして
該1対の相対向する暗渠の両段差部に跨って配置される
可撓止水部材と、該枠体の対向暗渠に近い側の端部に固
定され該可撓止水部材押え板と協働して該可撓止水部材
の該段差部からの離脱を防止するストッパー部材とを備
えることを特徴とする。The joint according to the invention of claim 2 is
A short cylindrical frame body having an inner peripheral surface that is arranged on a step portion formed at the end portions of a pair of mutually facing underdrainages and that is substantially parallel to the inner peripheral surface of the underdrainage, and the inner peripheral surface of the underdrain And a flexible water-proof member pressing plate fixed to the end of the frame body so as to project over the stepped portion on a substantially flat surface and a flexible member such as rubber or synthetic resin The protruding end portion is formed in a space formed between the inner peripheral surface of the frame body and the flexible water blocking member pressing plate, the protruding end portion being formed in a short cylindrical shape having a peripheral surface and both ends protruding outward. The flexible water blocking member pressing plate and the inner peripheral surface of the frame body are sandwiched between the flexible water blocking member pressing plate and the inner peripheral surface of the frame body so as to be slidable in the space. The flexible water blocking member and the flexible water blocking member pressing plate fixed to the end of the frame near the opposing underdrain cooperate with the flexible water blocking member from the stepped portion. Characterized in that it comprises a stopper member for preventing removal.
【0009】また請求項3記載の発明にかかる継手は、
請求項1または2記載の継手において、該可撓止水部材
は該突出端部の外周側端部の内側および外側の少くとも
一方から張出するようにして形成された止水用リップ部
を備えることを特徴とする。The joint according to the invention of claim 3 is
The joint according to claim 1 or 2, wherein the flexible water blocking member has a water blocking lip portion formed so as to project from at least one of an inner side and an outer side of an outer peripheral side end of the projecting end. It is characterized by being provided.
【0010】また請求項4記載の発明にかかる継手は、
請求項1〜3のいずれかに記載の継手において、該可撓
止水部材は、該突出端部の内周面および外周面の少くと
も一方の面上に周方向に延長する止水用突条を備えるこ
とを特徴とする。The joint according to the invention of claim 4 is
The joint according to any one of claims 1 to 3, wherein the flexible water blocking member extends in the circumferential direction on at least one of the inner peripheral surface and the outer peripheral surface of the projecting end portion. It is characterized by having articles.
【0011】また請求項5記載の発明にかかる継手は、
請求項1〜4のいずれかに記載の継手において、該可撓
止水部材の該突出端部の幅はその高さよりも大きいこと
を特徴とする。The joint according to the invention of claim 5 is
The joint according to any one of claims 1 to 4, wherein the width of the projecting end portion of the flexible water blocking member is larger than its height.
【0012】また請求項6記載の発明にかかる継手は、
請求項1〜5のいずれかに記載の継手において、該可撓
止水部材の該突出端部は、該段差部の該周面と該可撓止
水部材押え板との間に形成された該空間の高さに圧縮代
を加えた高さを有することを特徴とする。The joint according to the invention of claim 6 is
The joint according to any one of claims 1 to 5, wherein the projecting end portion of the flexible water blocking member is formed between the peripheral surface of the step portion and the flexible water blocking member pressing plate. It is characterized by having a height obtained by adding a compression allowance to the height of the space.
【0013】[0013]
【作用】請求項1記載の発明によれば、可撓止水部材押
え板が暗渠の内周面とほぼ同一平面状に延長するととも
に可撓止水部材が平坦な内周面を有しているので、継手
の設置時において、可撓止水部材押え板と可撓止水部材
の内周面により暗渠の内周面とほぼ同一平面の平滑内面
を有する継手が形成される。また暗渠間に伸び変位が生
じた場合、すなわち隣接する暗渠間の目地が拡大する方
向の変位が生じた場合には、可撓止水部材は可撓止水部
材押え板と段差部の周面によって挾持されたまゝ該押え
板と段差部の周面との間の空間内を摺動することにより
暗渠間の伸び変位に追随することができる。したがっ
て、可撓止水部材の内周面は平坦面を維持し、暗渠の内
周面とほぼ同一の平滑面を維持することができる。また
伸び変位が大きい場合には可撓止水部材の突出端部がス
トッパー部材に当接することにより可撓止水部材の段差
部からの離脱が防止される。According to the first aspect of the present invention, the flexible water blocking member holding plate extends substantially flush with the inner circumferential surface of the underdrain, and the flexible water blocking member has a flat inner circumferential surface. Therefore, at the time of installation of the joint, the flexible water blocking member pressing plate and the inner circumferential surface of the flexible water blocking member form a joint having a smooth inner surface substantially flush with the inner circumferential surface of the underdrain. In addition, when stretch displacement occurs between the underwater conduits, that is, when displacement occurs in the direction in which the joint between the adjacent underwater conduits expands, the flexible water blocking member is attached to the flexible water blocking member pressing plate and the step surface. The extension displacement between the underdrain can be followed by sliding in the space between the pressing plate and the peripheral surface of the stepped portion held by the. Therefore, the inner peripheral surface of the flexible water blocking member can maintain a flat surface, and can maintain a substantially same smooth surface as the inner peripheral surface of the culvert. When the extension displacement is large, the projecting end of the flexible water blocking member contacts the stopper member to prevent the flexible water blocking member from being separated from the stepped portion.
【0014】さらに、暗渠に不等沈下が生じた場合で
も、可撓止水部材の内周面は平坦面を維持し、2つの暗
渠は可撓止水部材のスロープ状の内周面により連結され
るので従来の継手のように急激な段差が生じることはな
い。Further, even if uneven settlement occurs in the underdrain, the inner circumferential surface of the flexible water stop member remains flat, and the two underdrain are connected by the sloped inner circumferential surface of the flexible water stop member. Therefore, there is no sharp step unlike the conventional joint.
【0015】請求項2記載の発明によれば、請求項1記
載の発明と同様の作用を奏するほか、可撓止水部材、可
撓止水部材押え板およびストッパー部材が枠体に取付け
られているのでこれらの構成要素をあらかじめ工場にお
いて枠体に組込んだ形で施工場場に搬入、施工すること
ができ、暗渠をコンクリートの現場打設により施工する
工法に適用する場合に好適である。According to the second aspect of the invention, the same action as that of the first aspect of the invention is achieved, and in addition, the flexible water blocking member, the flexible water blocking member pressing plate and the stopper member are attached to the frame body. Since these components can be carried in and constructed in the factory in the form of being assembled in the frame body in advance in the factory, it is suitable when applied to the construction method in which the underdrain is constructed by concrete pouring on site.
【0016】請求項3記載の発明によれば、可撓止水部
材の突出端部の外周側端部内側に止水用リップが形成さ
れている場合は外水圧に対する可撓止水部材の止水作用
が増進され、外周側端部外側に止水用リップが形成され
ている場合は内水圧に対する可撓止水部材の止水作用が
増進される。According to the third aspect of the present invention, when the water stop lip is formed inside the outer peripheral side end of the projecting end of the flexible water stop member, the flexible water stop member is stopped against external water pressure. The water action is enhanced, and when the water shut lip is formed outside the outer peripheral side end, the water shut action of the flexible water shut member against the internal water pressure is enhanced.
【0017】請求項4記載の発明によれば、止水用突条
が押しつぶされることにより可撓止水部材の内水圧およ
び外水圧に対する止水作用がさらに増進される。According to the fourth aspect of the present invention, the water blocking projections are crushed to further enhance the water blocking action of the flexible water blocking member against the internal water pressure and the external water pressure.
【0018】請求項5記載の発明によれば、突出端部の
幅を高さよりも大きくとることにより、変位時における
突出端部の前傾を防止し、止水機能を安定して維持する
ことができる。According to the fifth aspect of the present invention, by making the width of the projecting end portion larger than the height, it is possible to prevent the projecting end portion from tilting forward at the time of displacement and stably maintain the water stop function. You can
【0019】また請求項6記載の発明によれば、突出端
部は段差部の周面と該可撓止水部材押え板との間に形成
された空間の高さに圧縮代を加えた高さを有することに
より、変位時における突出端部の前傾をいっそう効果的
に防止することができる。According to the sixth aspect of the present invention, the protruding end portion has a height obtained by adding a compression allowance to the height of the space formed between the peripheral surface of the step portion and the flexible water blocking member holding plate. By having the height, the forward inclination of the protruding end portion at the time of displacement can be prevented more effectively.
【0020】[0020]
【発明の実施の形態】以下添付図面を参照して本発明の
実施形態について説明する。図1〜図4は本発明をプレ
キャストボックスカルバートに適用した実施形態を示す
もので、図1は図2のI−I線断面図で、平常時におけ
る部分断面図、図2はプレキャストボックスカルバート
の斜視図、図3は対向する暗渠間に伸び変位が生じた場
合の継手の状態を示す断面図、図4は対向する暗渠間に
伸び変位および不等沈下が複合して生じた場合の継手の
状態を示す断面図である。Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show an embodiment in which the present invention is applied to a precast box culvert. FIG. 1 is a sectional view taken along line I-I of FIG. 2, which is a partial sectional view in normal times, and FIG. 2 shows a precast box culvert. Fig. 3 is a perspective view, Fig. 3 is a cross-sectional view showing a state of the joint in the case where extension displacement occurs between opposing underdrain pipes, and Fig. 4 is a cross-sectional view of the joint in the case where extension displacement and unequal settlement occur between opposing underdrain pipes. It is sectional drawing which shows a state.
【0021】図2において、1は本発明にかかる暗渠用
継手を示し、2、2′はプレキャストボックスカルバー
トからなる暗渠である。この1対の暗渠2、2′の対向
端部どうしは本発明にかかる継手1により接続される。In FIG. 2, reference numeral 1 denotes a underdrain joint according to the present invention, and 2 and 2'denotes an underdrain made of a precast box culvert. Opposite ends of the pair of culverts 2, 2 'are connected by a joint 1 according to the present invention.
【0022】この暗渠の継手1は、図1に示すように、
暗渠2、2′の対向端部の内周面側の周縁に段差部3、
3′が形成されており、段差部3、3′は暗渠2、2′
の内周面2a、2a′とほぼ平行な周面3a、3a′が
形成されている。This underdrain joint 1 is, as shown in FIG.
A stepped portion 3 is provided on the inner edge of the culvert 2, 2 '.
3'is formed, and the step portions 3 and 3'are culverts 2 and 2 '.
The inner peripheral surfaces 2a, 2a 'are formed with peripheral surfaces 3a, 3a' which are substantially parallel to each other.
【0023】この段差部3、3′上に張出すようにして
かつ暗渠2、2′の内周面2a、2a′とほぼ同一平面
上に延長するようにして鋼製の短筒状の可撓止水部材押
え板4、4′が配置されている。可撓止水部材押え板
4′およびその取付構造は可撓止水部材押え板4および
その取付構造と同一であるので、以下可撓止水部材押え
板4等に用いた符号にダッシュを付した番号を付して可
撓止水部材押え板4′等の説明を省略する。A short tubular cylinder made of steel is provided so as to extend over the step portions 3 and 3'and extend substantially flush with the inner peripheral surfaces 2a and 2a 'of the underdrain 2,2'. Flexible water member holding plates 4, 4'are arranged. Since the flexible water blocking member holding plate 4'and its mounting structure are the same as the flexible water blocking member holding plate 4 and its mounting structure, the reference numerals used for the flexible water blocking member holding plate 4 and the like are denoted by dashes. The description of the flexible water blocking member pressing plate 4'and the like will be omitted.
【0024】可撓止水部材押え板4は、図5の斜視図お
よび図6の拡大断面図に示すように、その固定側端部に
複数の円孔4aが周方向に所定の間隔で形成されてお
り、この円孔4aの図中下側には円筒状の取付部材5が
溶接されている。取付部材5は底板5aを有しており
(図6)、この底板5aにはアンカーボルト挿入孔5b
が形成されている。可撓止水部材押え板4の取付部材5
を段差部3の対向暗渠と反対側の端部の周面3a上に配
置されており、各取付部材5の底板5aを介して挿通さ
れるアンカーボルト6で可撓止水部材押え板4は段差部
3に固定されている。各取付部材5内に挿通されたアン
カーボルト6の頭部の6角穴ボルト7の上の空間にはゴ
ム栓8が装填されている。また押え板4の中取付部材5
から内側に延長する張出し部4bの反対側の部分4cは
暗渠2の内周面2a上に支持されている。As shown in the perspective view of FIG. 5 and the enlarged cross-sectional view of FIG. 6, the flexible water blocking member pressing plate 4 has a plurality of circular holes 4a formed at predetermined ends in the circumferential direction at fixed ends thereof. A cylindrical mounting member 5 is welded to the lower side of the circular hole 4a in the figure. The mounting member 5 has a bottom plate 5a (FIG. 6), and the anchor bolt insertion hole 5b is provided in this bottom plate 5a.
Are formed. Mounting member 5 of flexible water stop member pressing plate 4
Is arranged on the peripheral surface 3a of the end portion of the step portion 3 on the side opposite to the opposed underdrain, and the flexible water stop member pressing plate 4 is fixed by the anchor bolt 6 inserted through the bottom plate 5a of each mounting member 5. It is fixed to the step portion 3. A rubber plug 8 is loaded in the space above the hexagon socket bolt 7 at the head of the anchor bolt 6 inserted into each mounting member 5. Also, the middle mounting member 5 of the holding plate 4
A portion 4c on the opposite side of the overhanging portion 4b extending inwardly from is supported on the inner peripheral surface 2a of the underdrain 2.
【0025】図5において、取付部材5の中心から段差
部3上に張出す可撓止水部材押え板4の張出し部4bの
長さL1 は平滑な内周面を確保しかつ可撓止水部材の抜
止めのために必要な長さであり、その反対方向の押え板
4の部分4cの長さL2 は押え板4の張出し部4bに外
水圧が図中下方からかかる場合にアンカーボルト6に作
用する曲げ力を軽減するために必要な長さである。In FIG. 5, the length L 1 of the overhanging portion 4b of the flexible water blocking member pressing plate 4 projecting from the center of the mounting member 5 onto the stepped portion 3 is such that a smooth inner peripheral surface is secured and The length L 2 is necessary to prevent the water member from being pulled out, and the length L 2 of the portion 4c of the holding plate 4 in the opposite direction is an anchor when the external water pressure is applied to the overhanging portion 4b of the holding plate 4 from below in the figure. The length is necessary to reduce the bending force acting on the bolt 6.
【0026】図示の実施態様においては、取付部材5は
円筒状に形成されているが、これに限らず、断面U形の
部材やまた円筒の底部により大径の板を固着し安定性を
増強したもの等種々の形状の取付部材を使用することが
できる。In the illustrated embodiment, the mounting member 5 is formed in a cylindrical shape, but the present invention is not limited to this, and a large-diameter plate is fixed to the member having a U-shaped cross section or the bottom of the cylinder to enhance stability. Various types of mounting members such as the above can be used.
【0027】段差部3の周面3aと可撓止水押え板4と
の間に形成される空間9内には、1対の相対向する暗渠
2、2′の両段差部3、3′に跨るようにしてゴム・合
成樹脂等の可撓弾性部材からなる可撓止水部材10が配
設されている。可撓止水部材10の材料としては、充分
な可撓性と弾性および強度は有するが、伸び率が低い材
質のものが好ましい。可撓止水部材10はおおむね平坦
な(すなわちふくらみ部やくびれ部を有しない)内周面
10aと外側に突出した両端部10bを有する短筒状に
形成され、空間9内において、突出端部10bが可撓止
水部材押え板4と段差部3の周面3aとによって挾持さ
れかつ暗渠2、2′間に伸び変位または不等沈下が生じ
た場合は空間9内を暗渠の軸方向に摺動することができ
る。In the space 9 formed between the peripheral surface 3a of the stepped portion 3 and the flexible water retaining plate 4, the pair of opposed stepped portions 3, 3'of the underdrain 2, 2'are opposed to each other. A flexible water blocking member 10 made of a flexible elastic member made of rubber, synthetic resin, or the like is provided so as to straddle the above. As the material of the flexible water blocking member 10, a material having sufficient flexibility, elasticity and strength but having a low elongation is preferable. The flexible water blocking member 10 is formed in a short tubular shape having a generally flat inner peripheral surface 10a (that is, having no bulge portion or constriction portion) and both end portions 10b protruding outward, and in the space 9, the protruding end portion is formed. When 10b is clamped by the flexible water stop member pressing plate 4 and the peripheral surface 3a of the step portion 3 and expansion displacement or unequal subsidence occurs between the culverts 2 and 2 ', the space 9 is moved in the axial direction of the culvert. It can slide.
【0028】可撓止水部材10は、その止水機能を増強
するため、図7に示すように、突出端部10bの外周側
端部の内側および外側から張出するようにして形成され
た断面ほぼ3角形の止水用リップ部10c、10dを備
えている。また突出端部10bの内周面には周方向に延
長する2本の止水用突条10eが形成されている。また
可撓止水部材10にはその強度を増強するために補強布
10fが埋設されている。この補強布10fは可撓止水
部材10の材質が充分な強度を有する場合は設けなくて
もよい。また、止水機能を増強するため、止水用リップ
部10c、10dおよびまたは止水用突条10eに加え
て、またこれらに代えて、突出端部10bの外周面に形
成した周方向溝内に水膨張ゴム10gを充填するように
してもよい。In order to enhance the water blocking function, the flexible water blocking member 10 is formed so as to project from the inside and outside of the outer peripheral side end of the projecting end 10b, as shown in FIG. It has water blocking lips 10c, 10d having a substantially triangular cross section. Further, two water-stop ridges 10e extending in the circumferential direction are formed on the inner peripheral surface of the protruding end portion 10b. In addition, a reinforcing cloth 10f is embedded in the flexible water blocking member 10 in order to increase its strength. The reinforcing cloth 10f may not be provided when the material of the flexible water blocking member 10 has sufficient strength. Further, in order to enhance the water blocking function, in addition to the water blocking lips 10c, 10d and / or the water blocking ridges 10e, or in place of these, in the circumferential groove formed on the outer peripheral surface of the projecting end 10b. Alternatively, 10 g of water-expandable rubber may be filled.
【0029】今、図14(a)に示すように、可撓止水
部材10の突出端部10bの幅Wが高さHよりも小さい
場合を想定すると、暗渠2、2′間に変位が生じた場合
は可撓止水部材10は空間9内を矢印A方向に摺動しよ
うとするが、突出端部の底面と段差部の周面3aとの間
には摩擦力が傾き、しかも可撓止水部材10の突出端部
10bが可撓止水部材10の中央部でなく上部に設けら
れているので、変位時の外力が働くと図14(b)に示
すように,可撓止水部材10の上部が先に引っ張られ、
その結果突出端部10bが進行方向前方に傾斜して、場
合によっては漏水のおそれが生じる。Assuming now that the width W of the projecting end portion 10b of the flexible water blocking member 10 is smaller than the height H, as shown in FIG. 14 (a), the displacement between the underdrain 2, 2 '. When it occurs, the flexible water blocking member 10 tries to slide in the space 9 in the direction of the arrow A, but the frictional force is inclined between the bottom surface of the projecting end and the peripheral surface 3a of the step portion, and moreover Since the projecting end portion 10b of the flexible water blocking member 10 is provided in the upper portion of the flexible water blocking member 10 rather than in the central portion thereof, when an external force acts during displacement, the flexible water blocking member 10 can be flexible The upper part of the water member 10 is pulled first,
As a result, the protruding end portion 10b is inclined forward in the traveling direction, which may cause water leakage in some cases.
【0030】そこで、図1の実施例においては、図7に
示すように、突出端部10bの幅を高さHよりも大きく
とり安定感を持たせることにより、上記のような変位時
における突出端部10bの前傾を防止し、止水機能を安
定して維持するようにしている。Therefore, in the embodiment of FIG. 1, as shown in FIG. 7, the width of the projecting end portion 10b is made larger than the height H to provide a sense of stability, so that the projecting at the time of displacement as described above is caused. The end portion 10b is prevented from tilting forward, and the water stop function is stably maintained.
【0031】また、このような変位時における可撓止水
部材10の突出端部10bの前傾防止効果を増進するた
め、図8に示すように、可撓止水部材10の突出端部1
0bは、空間9の高さHに圧縮代cを加えた高さを有す
るように形成してもよい。また図9に示すように、突出
端部10bの内周面に止水用突条10eを形成するだけ
でなく外周面にも止水用突条10hを設けるようにして
もよい。Further, in order to enhance the forward tilt preventing effect of the projecting end portion 10b of the flexible water blocking member 10 during such displacement, as shown in FIG. 8, the projecting end portion 1 of the flexible water blocking member 10 is shown.
0b may be formed to have a height obtained by adding the compression margin c to the height H of the space 9. Further, as shown in FIG. 9, not only the water stop ridge 10e may be formed on the inner peripheral surface of the projecting end 10b, but the water stop ridge 10h may be provided on the outer peripheral surface.
【0032】段差部3の対向暗渠2′に近い側の端部に
はL形鋼からなる環状のストッパー部材11がアンカー
ボルト12により固定されている。ストッパー部材11
は可撓止水部材押え板4と協働して可撓止水部材10の
段差部3からの離脱を防止する機能を有する。また下水
道等内水圧がかかる暗渠においては、可撓止水部材10
を支持し、内水圧による可撓止水部材10の外周側への
ふくらみと土砂の侵入を防止する機能を有する。An annular stopper member 11 made of L-shaped steel is fixed by an anchor bolt 12 to the end portion of the step portion 3 on the side close to the opposed underdrain 2 '. Stopper member 11
Has a function of preventing the flexible water blocking member 10 from coming off the stepped portion 3 in cooperation with the flexible water blocking member pressing plate 4. Further, in the underdrain where internal water pressure is applied such as sewer, the flexible water blocking member 10
And has a function of preventing bulging and intrusion of earth and sand to the outer peripheral side of the flexible water blocking member 10 due to internal water pressure.
【0033】ストッパー部材11としてL形鋼を用いた
場合は、可撓止水部材10に内水圧がかかった場合可撓
止水部材10がストッパー部材11の先端部により傷が
つくおそれがあるので、これを防止するためストッパー
部材11の先端部は曲面とすることが望ましい。また可
撓止水部材10との接触面を図10(a)に示すように
平滑面11aとしてもよく、または図10(b)に示す
ようにビート状部11bあるいは図10(c)に示すよ
うにアーチ面11cとしてもよい。またストッパー部材
11を段差部3に固定するにはアンカーボルト12に限
らず、図10(d)、図10(e)に示すようなプレー
トアンカー19を使用してもよい。なお13は対向する
暗渠2、2′間の目地に充填されるスポンジゴム等から
なる目地材である。When L-shaped steel is used as the stopper member 11, the flexible water blocking member 10 may be damaged by the tip of the stopper member 11 when internal water pressure is applied to the flexible water blocking member 10. In order to prevent this, it is desirable that the tip of the stopper member 11 has a curved surface. Further, the contact surface with the flexible water blocking member 10 may be a smooth surface 11a as shown in FIG. 10 (a), or as shown in FIG. 10 (b) with a beat-shaped portion 11b or as shown in FIG. 10 (c). As described above, the arch surface 11c may be used. Further, in order to fix the stopper member 11 to the step portion 3, not only the anchor bolt 12 but also a plate anchor 19 as shown in FIGS. 10D and 10E may be used. Reference numeral 13 is a joint material made of sponge rubber or the like, which is filled in the joint between the opposed underdrain 2 and 2 '.
【0034】次に上記構成の継手の動作について説明す
る。継手の設置時および暗渠間に伸び変位等の変位が生
じない平常時において、継手1は図1の状態にあり、可
撓止水部材10はその突出端部10b、10bが空間
9、9′内で可撓止水部材押え板4、4′の取付部材
5、5′にもっとも近い位置に位置している。そして可
撓止水部材押せ板4、4′と可撓止水部材10の平坦な
内周面10aとにより暗渠2、2′の内周面2a、2
a′と同一平面の平滑内周面が形成されている。Next, the operation of the joint having the above structure will be described. The joint 1 is in the state shown in FIG. 1 when the joint is installed and in the normal condition in which the displacement such as the elongation displacement does not occur between the underdrain, and the flexible water blocking member 10 has the projecting ends 10b and 10b in the spaces 9 and 9 '. It is located at a position closest to the mounting members 5, 5'of the flexible water blocking member pressing plates 4, 4 '. The flexible water blocking member pressing plates 4, 4'and the flat inner circumferential surface 10a of the flexible water blocking member 10 allow the inner circumferential surfaces 2a, 2'of the underdrain 2, 2 '.
A smooth inner peripheral surface that is flush with a'is formed.
【0035】暗渠2、2′間に伸び変位が生じた場合
は、図3に示すように、可撓止水部材10は突出端部1
0、10と押え板4、4′および段差部の周面3a、3
a′との間に生じる摩擦抵抗に抗して空間9内を矢印A
方向に相対的に摺動することにより暗渠間の伸び変位に
追随する。この場合可撓止水部材10には暗渠2、2′
間の拡開した目地を介して外水圧が矢印B方向にかか
り、可撓止水部材10を内周側にふくらませようとする
が、可撓止水部材10の突出端部10、10と押え板
4、4および段差部周面3a、3a′との間に働く摩擦
力が充分に大きな値になるように可撓止水部材10の材
質や圧縮代等を適宜設定することにより外水圧による可
撓止水部材10の矢印A方向の摺動および内周側へのふ
くらみを防止することができる。When an extension displacement occurs between the underdrain 2 and 2 ', as shown in FIG.
0, 10 and the pressing plates 4, 4'and the stepped peripheral surfaces 3a, 3
The arrow A in the space 9 resists the frictional resistance generated between the space a and
By following relative sliding in the direction, it follows the extension displacement between the underdrain. In this case, the flexible water blocking member 10 is provided with the underdrain 2, 2 '.
External water pressure is applied in the direction of arrow B through the joints that are widened between the flexible water blocking member 10 and the flexible water blocking member 10 to bulge toward the inner peripheral side. Depending on the external water pressure, the material and the compression allowance of the flexible water blocking member 10 are appropriately set so that the frictional force acting between the plates 4 and 4 and the step portion peripheral surfaces 3a and 3a 'has a sufficiently large value. It is possible to prevent the flexible water blocking member 10 from sliding in the direction of arrow A and bulging inward.
【0036】また可撓止水部材10が矢印A方向に摺動
してその突出端部10、10が暗渠2、2′の対向端部
の末端に至ると、突出端部10、10がストッパー部材
1111′に当接し、突出端部10、10がストッパー
部材11、11′と押え板4、4′とにより拘束される
ことにより可撓止水部材10の段差部3、3′からの離
脱が防止される。When the flexible water blocking member 10 slides in the direction of arrow A and the projecting ends 10, 10 reach the ends of the opposite ends of the underdrains 2, 2 ', the projecting ends 10, 10 are stoppers. By contacting the member 1111 'and restraining the projecting ends 10, 10 by the stopper members 11, 11' and the pressing plates 4, 4 ', the flexible water blocking member 10 is detached from the step portions 3, 3'. Is prevented.
【0037】暗渠2、2′間に伸び変位と不等沈下が複
合して生じた場合には、図4に示すように可撓止水部材
10は伸び変位の場合と同様に空間9内を矢印A方向に
摺動する。この場合も可撓止水部材10の内周面10a
は平坦面を維持し、2つの暗渠2、2′は可撓止水部材
10のスロープ状の内周面10aにより連結されること
になる。したがって、この場合でも従来の継手のように
暗渠2、2′間に急激な段差が生じることが防止され
る。When a combination of extension displacement and unequal subsidence occurs between the underdrain 2 and 2 ', the flexible water blocking member 10 moves in the space 9 as in the extension displacement as shown in FIG. Slide in the direction of arrow A. Also in this case, the inner peripheral surface 10a of the flexible water blocking member 10
Maintains a flat surface, and the two underdrains 2, 2 ′ are connected by the slope-shaped inner peripheral surface 10 a of the flexible water blocking member 10. Therefore, even in this case, it is possible to prevent a sharp step between the underdrain 2 and 2'as in the conventional joint.
【0038】なお、図1の実施形態は、暗渠2、2′間
の伸び変位および不等沈下に対処するように設計されて
いるが、これに加えて暗渠2、2′間の縮み変位に対処
する場合は、可撓止水部材10の突出端部10b、10
bと可撓止水部材押え板4、4′の取付部材5、5′と
の間に所定の間隔を設けることにより、このような暗渠
2、2′間の縮み変位にも対処することができる。Although the embodiment of FIG. 1 is designed to deal with the stretch displacement and unequal settlement between the underdrain 2, 2 ', in addition to this, the contraction displacement between the underdrain 2, 2' When dealing with it, the projecting ends 10b, 10 of the flexible water blocking member 10
By providing a predetermined gap between the b and the mounting members 5, 5'of the flexible water blocking member pressing plates 4, 4 ', it is possible to cope with such shrinkage displacement between the underdrain 2, 2'. it can.
【0039】図11は本発明の他の実施形態を示す部分
断面図である。この実施形態は暗渠を施工現場でコンク
リートを打設することにより施工うる工法に適したもの
で、可撓止水部材、可撓止水部材押え板およびストッパ
ー部材をあらかじめ工場において枠体に組み込んで継手
組立体とし、この継手組立体を現場に搬入し施工する形
式のものである。図11において、図1の実施形態と同
一または類似の構成要素は図1と同一符号で示し、その
説明を省略する。FIG. 11 is a partial sectional view showing another embodiment of the present invention. This embodiment is suitable for a construction method in which an underdrain can be constructed by placing concrete at a construction site, and a flexible water blocking member, a flexible water blocking member pressing plate, and a stopper member are previously assembled in a frame at a factory. This is a joint assembly, and the joint assembly is carried into the field and constructed. 11, constituent elements that are the same as or similar to those in the embodiment of FIG. 1 are denoted by the same reference numerals as in FIG. 1, and description thereof will be omitted.
【0040】図11の継手20は、鋼製の短筒状枠体2
1を備えている。この枠体21は立上りフランジ部21
aおよび立下りフランジ部21bを有し、暗渠2の段差
部3に嵌合する形状に形成されており、暗渠2の段差部
3の内周面3aとほぼ平行な内周面21aを有してい
る。可撓止水部材押え板4は取付部材5に取付けられた
袋ナット23により枠体21に固定されており、また平
板状のストッパー部材11は枠体21に溶接されてい
る。また枠体21には周方向に所定の間隔でアンカー棒
24が溶接されている。The joint 20 of FIG. 11 is a short tubular frame body 2 made of steel.
1 is provided. This frame 21 has a rising flange portion 21.
a and a falling flange portion 21b, and is formed in a shape that fits into the step portion 3 of the underdrain 2, and has an inner peripheral surface 21a that is substantially parallel to the inner peripheral surface 3a of the step portion 3 of the underdrain 2. ing. The flexible water stop member pressing plate 4 is fixed to the frame body 21 by a cap nut 23 attached to the attaching member 5, and the flat plate-like stopper member 11 is welded to the frame body 21. Anchor rods 24 are welded to the frame body 21 at predetermined intervals in the circumferential direction.
【0041】この継手20を施工する場合は組立体とし
て構成された継手20を現場に搬入し、所定の位置に設
置した後コンクリートを現場で打設することにより暗渠
2を構築する。この継手20の動作は、可撓止水部材1
0が押え板4と枠体21の内周面21aとの間に形成さ
れる空間9内を摺動する点で図1の実施形態とやや異な
る以外は図1の実施形態と実質的に同一である。When this joint 20 is to be constructed, the joint 20 constructed as an assembly is carried into the site, installed at a predetermined position, and then concrete is poured on site to construct the underdrain 2. The operation of the joint 20 is performed by the flexible water blocking member 1
1 is substantially the same as the embodiment of FIG. 1 except that 0 slides in a space 9 formed between the holding plate 4 and the inner peripheral surface 21a of the frame 21. Is.
【0042】[0042]
【発明の効果】以上述べたように、請求項1記載の発明
によれば、可撓止水部材押え板が暗渠の内周面とほぼ同
一平面状に延長するとともに可撓止水部材が平坦な内周
面を有しているので、継手の設置時において、可撓止水
部材押え板と可撓止水部材の内周面により暗渠の内周面
とほぼ同一平面の平滑内面を有する継手が形成される。
また暗渠間に伸び変位が生じた場合、すなわち隣接する
暗渠間の目地が拡大する方向の変位が生じた場合には、
可撓止水部材は可撓止水部材押え板と段差部の周面によ
って挾持されたまゝ該押え板と段差部の周面との間の空
間内を摺動することにより暗渠間の伸び変位に追随する
ことができる。したがって、可撓止水部材の内周面は平
坦面を維持し、暗渠の内周面とほぼ同一の平滑面を維持
することができる。また伸び変位が大きい場合には可撓
止水部材の突出端部がストッパー部材に当接することに
より可撓止水部材の段差部からの離脱が防止される。As described above, according to the invention described in claim 1, the flexible water blocking member holding plate extends substantially flush with the inner peripheral surface of the underdrain, and the flexible water blocking member is flat. The inner surface of the flexible water stop member and the inner surface of the flexible water stop member have a smooth inner surface that is substantially flush with the inner surface of the underdrain when the joint is installed. Is formed.
In addition, when an extension displacement occurs between culverts, that is, when a displacement occurs in a direction in which joints between adjacent culverts expand,
The flexible water blocking member is held between the flexible water blocking member holding plate and the peripheral surface of the stepped portion. By sliding in the space between the pressing water plate and the peripheral surface of the stepped portion, the stretchable displacement between the underdrain is extended. Can follow. Therefore, the inner peripheral surface of the flexible water blocking member can maintain a flat surface, and can maintain a substantially same smooth surface as the inner peripheral surface of the culvert. When the extension displacement is large, the projecting end of the flexible water blocking member contacts the stopper member to prevent the flexible water blocking member from being separated from the stepped portion.
【0043】さらに、暗渠に不等沈下が生じた場合で
も、可撓止水部材の内周面は平坦面を維持し、2つの暗
渠は可撓止水部材のスロープ状の内周面により連結され
るので従来の継手のように急激な段差が生じることはな
い。Further, even when uneven settlement occurs in the underdrain, the inner circumferential surface of the flexible water stop member remains flat, and the two underdrain are connected by the sloped inner circumferential surface of the flexible water stop member. Therefore, there is no sharp step unlike the conventional joint.
【0044】請求項2記載の発明によれば、請求項1記
載の発明と同様の作用を奏するほか、可撓止水部材、可
撓止水部材押え板およびストッパー部材が枠体に取付け
られているのでこれらの構成要素をあらかじめ工場にお
いて枠体に組込んだ形で施工場場に搬入、施工すること
ができ、暗渠をコンクリートの現場打設により施工する
工法に適用する場合に好適である。According to the second aspect of the present invention, the same action as that of the first aspect of the present invention is achieved, and the flexible water blocking member, the flexible water blocking member pressing plate and the stopper member are attached to the frame body. Since these components can be carried in and constructed in the factory in the form of being assembled in the frame body in advance in the factory, it is suitable when applied to the construction method in which the underdrain is constructed by concrete pouring on site.
【0045】請求項3記載の発明によれば、可撓止水部
材の突出端部の外周側端部内側に止水用リップが形成さ
れている場合は外水圧に対する可撓止水部材の止水作用
が増進され、外周側端部外側に止水用リップが形成され
ている場合は内水圧に対する可撓止水部材の止水作用が
増進される。According to the third aspect of the present invention, when the water stop lip is formed inside the outer peripheral side end of the projecting end of the flexible water stop member, the flexible water stop member is stopped against external water pressure. The water action is enhanced, and when the water shut lip is formed outside the outer peripheral side end, the water shut action of the flexible water shut member against the internal water pressure is enhanced.
【0046】請求項4記載の発明によれば、止水用突条
が押しつぶされることにより可撓止水部材の内水圧およ
び外水圧に対する止水作用がさらに増進される。According to the fourth aspect of the present invention, the water blocking projections are crushed to further enhance the water blocking action of the flexible water blocking member against the internal water pressure and the external water pressure.
【0047】請求項5記載の発明によれば、突出端部の
幅を高さよりも大きくとることにより、変位時における
突出端部の前傾を防止し、止水機能を安定して維持する
ことができる。According to the fifth aspect of the present invention, by making the width of the projecting end portion larger than the height, it is possible to prevent the projecting end portion from tilting forward at the time of displacement and stably maintain the water stop function. You can
【0048】また請求項6記載の発明によれば、突出端
部は段差部の周面と該可撓止水部材押え板との間に形成
された空間の高さに圧縮代を加えた高さを有することに
より、変位時における突出端部の前傾をいっそう効果的
に防止することができる。According to the invention described in claim 6, the protruding end has a height obtained by adding a compression allowance to the height of the space formed between the peripheral surface of the step and the flexible water retaining member holding plate. By having the height, the forward inclination of the protruding end portion at the time of displacement can be prevented more effectively.
【図1】本発明の暗渠用内面平滑可撓継手の1実施形態
を示す部分断面図である。FIG. 1 is a partial sectional view showing an embodiment of an inner surface smooth flexible joint for an underdrain of the present invention.
【図2】図1の継手が適用されるプレキャストボックス
カルバートの斜視図である。FIG. 2 is a perspective view of a precast box culvert to which the joint of FIG. 1 is applied.
【図3】同実施形態の継手の伸び変位時の状態を示す断
面図である。FIG. 3 is a cross-sectional view showing a state of the joint of the same embodiment at the time of extension displacement.
【図4】同実施形態の継手の伸び、不等沈下複合変位時
の状態を示す断面図である。FIG. 4 is a cross-sectional view showing a state of the joint according to the same embodiment at the time of elongation and unequal settlement complex displacement.
【図5】可撓止水部材押え板の1例を示す斜視図であ
る。FIG. 5 is a perspective view showing an example of a flexible water blocking member holding plate.
【図6】同押え板の取付部材の拡大断面図である。FIG. 6 is an enlarged cross-sectional view of a mounting member of the pressing plate.
【図7】可撓止水部材の詳細を示す図である。FIG. 7 is a diagram showing details of a flexible water blocking member.
【図8】可撓止水部材の突出端部の1例を示す図であ
る。FIG. 8 is a diagram showing an example of a protruding end portion of a flexible water blocking member.
【図9】可撓止水部材の突出端部の他の例を示す図であ
る。FIG. 9 is a view showing another example of the protruding end portion of the flexible water blocking member.
【図10】ストッパー部材の種々の変更例を示す断面図
である。FIG. 10 is a sectional view showing various modifications of the stopper member.
【図11】本発明の継手の他の実施形態を示す部分断面
図である。FIG. 11 is a partial sectional view showing another embodiment of the joint of the present invention.
【図12】従来の暗渠の継手の1例を示す部分断面図で
ある。FIG. 12 is a partial sectional view showing an example of a conventional culvert joint.
【図13】従来の暗渠の継手の他の例を示す部分断面図
である。FIG. 13 is a partial sectional view showing another example of a conventional culvert joint.
【図14】可撓止水部材の突出端部の前傾動作を説明す
るための断面図である。FIG. 14 is a cross-sectional view for explaining the forward tilting operation of the protruding end portion of the flexible water blocking member.
1 継手 2、2′ 暗渠 3、3′ 段差部 4、4′ 可撓止水部材押え板 10 可撓止水部材 11、11′ ストッパー部材 DESCRIPTION OF SYMBOLS 1 Joint 2, 2'Underdrain 3, 3 'Step portion 4, 4'Flexible water stop member pressing plate 10 Flexible water stop member 11, 11' Stopper member
Claims (6)
暗渠の内周面とほぼ平行な周面を有するように形成され
た段差部上に張出すようにして該暗渠の内周面とほぼ同
一平面上に延長し暗渠の端部に配置される可撓止水部材
押え板と、ゴム・合成樹脂等の可撓部材からなりおおむ
ね平坦な内周面と外側に突出した両端部を有する短筒状
に形成され、該段差部の該周面と該可撓止水部材押え板
との間に形成される空間内において該突出端部が該可撓
止水部材押え板と該段差部の該周面とによって挾持され
かつ該空間内を摺動できるようにして該1対の相対向す
る暗渠の両段差部に跨って配置される可撓止水部材と、
該段差部の対向暗渠に近い側の端部に配設され該可撓止
水部材押え板と協働して該可撓止水部材の該段差部から
の離脱を防止するストッパー部材とを備えることを特徴
とする暗渠用内面平滑可撓継手。1. An inner peripheral surface of the underdrain formed so as to overhang on a step portion formed so as to have a peripheral surface substantially parallel to the inner peripheral surface of the underdrain at a pair of opposite ends of the underdrain. And a flexible water retaining member holding plate that extends almost on the same plane as that of the underdrain, and is made of a flexible member such as rubber or synthetic resin. The projecting end portion is formed in a short tubular shape having a step portion in the space formed between the peripheral surface of the step portion and the flexible water blocking member pressing plate and the flexible water blocking member pressing plate. A flexible water blocking member that is sandwiched by the peripheral surface of the portion and that is slidable in the space and that is disposed across both stepped portions of the pair of opposed underdrains,
A stopper member is provided at an end of the step portion on the side closer to the opposed underdrain, and a stopper member that cooperates with the flexible water blocking member pressing plate to prevent the flexible water blocking member from being separated from the step portion. An inner surface smooth flexible joint for an underdrain.
た段差部上に配置され、該暗渠の内周面とほぼ平行な内
周面を有する短筒状の枠体と、該暗渠の内周面とほぼ同
一平面上において該段差部上に張出すようにして該枠体
の端部に固定された可撓止水部材押え板と、ゴム・合成
樹脂等の可撓部材からなりおおむね平坦な内周面と外側
に突出した両端部を有する短筒状に形成され、該枠体の
該内周面と該可撓止水部材押え板との間に形成される空
間内において該突出端部が該可撓止水部材押え板と該枠
体の該内周面とによって挾持されかつ該空間内を摺動で
きるようにして該1対の相対向する暗渠の両段差部に跨
って配置される可撓止水部材と、該枠体の対向暗渠に近
い側の端部に固定され該可撓止水部材押え板と協働して
該可撓止水部材の該段差部からの離脱を防止するストッ
パー部材とを備えることを特徴とする暗渠用内面平滑可
撓継手。2. A short cylindrical frame body, which is arranged on a stepped portion formed at the ends of a pair of mutually facing underdrain and has an inner peripheral surface substantially parallel to the inner peripheral surface of the underdrain, From the flexible water stop member pressing plate fixed to the end portion of the frame body so as to project above the step portion on substantially the same plane as the inner peripheral surface of the underdrain, and the flexible member such as rubber or synthetic resin. In a space formed between the inner peripheral surface of the frame and the flexible water blocking member pressing plate, which is formed in a short tubular shape having a substantially flat inner peripheral surface and both ends protruding outward. The projecting end portion is held by the flexible water blocking member pressing plate and the inner peripheral surface of the frame body, and is slidable in the space so that the projecting end portions are formed on both the step portions of the pair of opposed underdrain. A flexible water blocking member arranged across the flexible water blocking member and a flexible water blocking member pressing plate that is fixed to an end of the frame near the opposing underdrain and cooperates with the flexible water blocking member holding plate. An inner surface smooth flexible joint for an underdrain, comprising a stopper member for preventing separation from a stepped portion.
部の内側および外側の少くとも一方から張出するように
して形成された止水用リップ部を備えることを特徴とす
る請求項1または2記載の暗渠用内面平滑可撓継手。3. The flexible water blocking member includes a water blocking lip portion formed so as to project from at least one of an inner side and an outer side of an outer peripheral side end of the projecting end. The inner surface smooth flexible joint for an underdrain according to claim 1 or 2.
よび外周面の少くとも一方の面上に周方向に延長する止
水用突条を備えることを特徴とする請求項1〜3のいず
れかに記載の暗渠用内面平滑可撓継手。4. The flexible water blocking member is provided with a water blocking ridge extending in the circumferential direction on at least one of the inner peripheral surface and the outer peripheral surface of the protruding end portion. An inner surface smooth flexible joint for an underdrain according to any one of 1 to 3.
高さよりも大きいことを特徴とする請求項1〜4のいず
れかに記載の暗渠用内面平滑可撓継手。5. The inner surface smooth flexible joint for an underdrain according to claim 1, wherein a width of the projecting end portion of the flexible water blocking member is larger than its height.
部の該周面と該可撓止水部材押え板との間に形成された
該空間の高さに圧縮代を加えた高さを有することを特徴
とする請求項1〜5のいずれかに記載の暗渠用内面平滑
可撓継手。6. The protruding end portion of the flexible water blocking member has a compression margin at a height of the space formed between the peripheral surface of the step portion and the flexible water blocking member pressing plate. The inner surface smooth flexible joint for an underdrain according to any one of claims 1 to 5, which has an added height.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12275796A JP2849365B2 (en) | 1996-04-19 | 1996-04-19 | Inner smooth flexible joint for culvert |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12275796A JP2849365B2 (en) | 1996-04-19 | 1996-04-19 | Inner smooth flexible joint for culvert |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH09287192A true JPH09287192A (en) | 1997-11-04 |
JP2849365B2 JP2849365B2 (en) | 1999-01-20 |
Family
ID=14843867
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12275796A Expired - Fee Related JP2849365B2 (en) | 1996-04-19 | 1996-04-19 | Inner smooth flexible joint for culvert |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2849365B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100385131B1 (en) * | 2000-11-30 | 2003-05-22 | 이남승 | device for fix in waterproof plate |
-
1996
- 1996-04-19 JP JP12275796A patent/JP2849365B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100385131B1 (en) * | 2000-11-30 | 2003-05-22 | 이남승 | device for fix in waterproof plate |
Also Published As
Publication number | Publication date |
---|---|
JP2849365B2 (en) | 1999-01-20 |
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