JPS5930306Y2 - Underdrain flexible expansion joint - Google Patents

Underdrain flexible expansion joint

Info

Publication number
JPS5930306Y2
JPS5930306Y2 JP1977160324U JP16032477U JPS5930306Y2 JP S5930306 Y2 JPS5930306 Y2 JP S5930306Y2 JP 1977160324 U JP1977160324 U JP 1977160324U JP 16032477 U JP16032477 U JP 16032477U JP S5930306 Y2 JPS5930306 Y2 JP S5930306Y2
Authority
JP
Japan
Prior art keywords
water stop
stop material
water
underdrain
annular outer
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.)
Expired
Application number
JP1977160324U
Other languages
Japanese (ja)
Other versions
JPS5485418U (en
Inventor
教暉 中島
Original Assignee
西武ポリマ化成株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 西武ポリマ化成株式会社 filed Critical 西武ポリマ化成株式会社
Priority to JP1977160324U priority Critical patent/JPS5930306Y2/en
Publication of JPS5485418U publication Critical patent/JPS5485418U/ja
Application granted granted Critical
Publication of JPS5930306Y2 publication Critical patent/JPS5930306Y2/en
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、上下水道、共同溝、地下道などに用いられる
コンクリート暗渠の継手に関するものである。
[Detailed Description of the Invention] The present invention relates to a joint for concrete culverts used in water supply and sewerage systems, public ditches, underground passages, etc.

従来、コンクリート暗渠の継手としては、ゴム、合成樹
脂などからなる可撓部材材を用い、この可撓部材を全体
として暗渠の内周面に沿って短筒状に成形し、可撓部材
の両端部を相対向する暗渠の内周壁面に碇着したもの、
あるいは可撓部材の背面にボルトを設け、そのボルトに
より可撓部材の一部を懸垂させたものなどによって、両
暗渠を接続すると共に、暗渠の内外水圧差による可撓部
材の歪を小量に抑えるようにしていた。
Conventionally, as joints for concrete underdrains, flexible members made of rubber, synthetic resin, etc. are used, and the flexible members are formed into a short cylindrical shape along the inner circumferential surface of the underdrains as a whole, and both ends of the flexible members are Anchored on the inner peripheral wall of a culvert with opposite parts,
Alternatively, by installing a bolt on the back of the flexible member and suspending a part of the flexible member from the bolt, both culverts can be connected, and the distortion of the flexible member due to the difference in water pressure between the inside and outside of the culvert can be minimized. I tried to suppress it.

しかし、何れの継手によるときも、暗渠の不等沈下の進
行などによ、つて生ずる外力の影響を受けて相対する暗
渠が軸方向に分断され、暗渠間に大量の隙間が生じ、そ
の隙間より暗渠の外側の土砂が暗渠間に侵入して可撓部
材が暗渠の内側に大きく膨れて突出し、これによって可
撓部材の耐久力の低下、破壊を生じていた。
However, when using any type of joint, due to the progress of uneven settlement of the culvert, the opposing culverts are separated in the axial direction under the influence of external forces, creating a large gap between the culverts. Earth and sand from the outside of the culvert entered between the culverts, causing the flexible member to swell and protrude inside the culvert, resulting in a decrease in durability and destruction of the flexible member.

また、可撓部材の変形により可撓部材が暗渠の流出路中
に大きく膨れ出るときには、その膨出部により暗渠内の
流れが阻害されるという問題を生じていた。
Further, when the flexible member bulges out into the outflow path of the underdrain due to deformation of the flexible member, a problem arises in that the flow within the underdrain is obstructed by the bulged portion.

本考案はこれらの不都合を解消するためになされたもの
で、暗渠間の不等沈下や伸縮に対して充分な追随性を有
し、地震時も含めて継手が受ける不測の外力による継手
の分断を防止するとともに、暗渠の内水による内圧や外
水や土砂による外圧に対し良好な止水性を維持し、かつ
内水の流れを阻害しない暗渠の可撓伸縮継手を提供する
ことを目的とするものである。
This invention was developed to eliminate these inconveniences, and has sufficient ability to follow uneven settlement and expansion/contraction between culverts, and prevents joints from breaking due to unexpected external forces that are applied to the joints, including during earthquakes. The purpose of the present invention is to provide a flexible expansion joint for a culvert that prevents water damage, maintains good water-stopping properties against internal pressure from internal water in the culvert, and external pressure from external water and earth, and does not impede the flow of internal water. It is something.

以下に本考案の暗渠の可撓伸縮継手の実施例を図に従っ
て説明する。
An embodiment of the flexible expansion joint for an underdrain according to the present invention will be described below with reference to the drawings.

図において、1,1′は接続すべきコンクリート暗渠で
あり、角形または円形などのコンクリート筒状体からな
っており、該暗渠1,1′を一定の間隔をもって相対向
させて設けである。
In the figure, reference numerals 1 and 1' indicate concrete underdrains to be connected, which are made of square or circular concrete cylinders, and are placed facing each other at a constant interval.

暗渠の可撓伸縮継手は、暗渠1,1′の間に介装される
ものである。
The flexible expansion joint of the underdrain is interposed between the underdrains 1 and 1'.

暗渠1,1′の端部には、金属、合成樹脂などの剛体か
らなる環状の碇着部材2,2′が設けられている。
Annular anchoring members 2, 2' made of a rigid body such as metal or synthetic resin are provided at the ends of the underdrains 1, 1'.

該碇着部材2,2′は、暗渠1,1′の端面に沿って設
けられた環状の端面部2 a 、 2 a’と、端面部
2 a 、 2 a’の外周端部に一体に設けられ暗渠
1.1′内に埋め込まれる環状外周部2 b 、 2
b’とからなっている。
The anchoring members 2, 2' are integrally attached to annular end surfaces 2a, 2a' provided along the end surfaces of the underdrains 1, 1', and outer peripheral ends of the end surfaces 2a, 2a'. An annular outer circumference 2 b , 2 provided and embedded within the underdrain 1.1′
It consists of b'.

すなわち、環状の端面部2a。2 a’は環状外周部2
b、2b’の一端部に中心方向に向けて一体に設けられ
ている。
That is, the annular end surface portion 2a. 2 a' is the annular outer peripheral part 2
b, 2b' are integrally provided at one end toward the center.

図においては、環状外周部2 b 、 2 b’が端面
部2 a 、 2 a’に対して直交するものを示した
が、斜交するものであってもよい。
In the figure, the annular outer circumferential portions 2 b and 2 b' are shown perpendicular to the end surface portions 2 a and 2 a', but they may be oblique to each other.

碇着部材2,2′にはアンカー3,3′の一端が固定し
て取付けてあり、碇着部材2.zの暗渠1,1′への固
定を強固なものとしである。
One end of an anchor 3, 3' is fixedly attached to the anchoring member 2, 2'. This is to make the fixation of z to the underdrains 1 and 1' strong.

碇着部材2,2′には、両者にまたがらせて止水材4が
取付けられている。
A water stop material 4 is attached to the anchoring members 2, 2' so as to straddle both.

止水材4は、ゴム、合成樹脂などの可撓部材からなる短
筒状体より形成されており、その短筒状体の側壁の中央
部断面をU状に形成することによって、外側に向って開
口した凹部10が形成されている。
The water stop material 4 is formed of a short cylindrical body made of a flexible member such as rubber or synthetic resin, and the side wall of the short cylindrical body is formed in a U-shape in cross section at the center, so that the water stop material 4 is made of a flexible material such as rubber or synthetic resin. A recess 10 is formed with an opening.

止水材4の凹部10の位置における止水材4の内周面は
、暗渠1.1′の内面及び端面@2a、2a’の内周面
と実質的に同一の内径に形成されており、暗渠1,1′
内の流れの抵抗を増大させないようにしである。
The inner circumferential surface of the water-stopping material 4 at the position of the recess 10 of the water-stopping material 4 is formed to have substantially the same inner diameter as the inner surface and the inner circumferential surface of the end surfaces @2a, 2a' of the culvert 1.1'. , culvert 1,1'
This is to avoid increasing the flow resistance within.

止水材4の両端部4 a 、 4 a’は、碇着部材2
.zの環状外周部2b、2b′の外周に嵌合されている
と共に、当板5,5′及びボルト、ナツトなどの締結具
6,6′によって締結されている。
Both ends 4 a and 4 a' of the water stop material 4 are attached to the anchoring member 2
.. It is fitted onto the outer periphery of the annular outer circumferential portions 2b, 2b' of Z, and is fastened by contact plates 5, 5' and fasteners 6, 6' such as bolts and nuts.

止水材4の両端部4 a 、 4 a’は、碇着部材2
,2′の環状外周部2b、2b’とともにコンクリート
暗渠1,1′内に埋め込まれている。
Both ends 4 a and 4 a' of the water stop material 4 are attached to the anchoring member 2
, 2' are embedded in the concrete culverts 1, 1' together with the annular outer peripheral parts 2b, 2b'.

止水材4の両端部4a。4 a’の端部外周には、抜止
め用の環状突出部7゜7′が形成されており、施工後止
木材4に張力が作用した場合、当板5,5′に係合して
抜止めを果たせるようにしである。
Both ends 4a of the water stop material 4. An annular protrusion 7° 7' is formed on the outer periphery of the end of 4 a' to prevent it from coming off, and when tension is applied to the retaining lumber 4 after construction, it engages with the backing plates 5 and 5'. This is to prevent it from coming off.

また、止水材4の内部には、補強布8が埋め込まれてお
り、外力が作用したときに止水材4が過剰に伸張しない
ようにし、土圧。
In addition, a reinforcing cloth 8 is embedded inside the water stop material 4 to prevent the water stop material 4 from stretching excessively when external force is applied, and to prevent earth pressure.

外水圧などの外圧を充分に支持でき、止水材4の破損を
防止するようにしである。
It is designed to sufficiently support external pressure such as external water pressure and prevent damage to the water stop material 4.

止水材4の外側には、ゴム、合成樹脂などの発泡体から
なる目地材9が、止水材4の凹部10に嵌入させて設け
である。
On the outside of the water stop material 4, a joint material 9 made of a foam such as rubber or synthetic resin is provided so as to fit into the recess 10 of the water stop material 4.

本考案の暗渠の可撓伸縮継手は、上述のような構成をと
っているので、つぎの作用、効果を有する。
Since the flexible expansion joint for the underdrain of the present invention has the above-described configuration, it has the following functions and effects.

(イ)止水材の中間部を碇着部材の端面部に沿う形状に
形成することにより、止水材4を断面U状の短筒状体よ
り形成し、両端を碇着部材2の環状外周部2b、2b’
の外周に締結したので、土庄、外水圧などの外圧に対し
て支持力が大きく、暗渠間の長手方向及び剪断方向への
変位にも充分追随できる。
(b) By forming the middle part of the water stop material in a shape that follows the end surface of the anchoring member, the water stop material 4 is formed from a short cylindrical body with a U-shaped cross section, and both ends are shaped like the annular shape of the anchor member 2. Outer periphery 2b, 2b'
Since it is fastened to the outer periphery of the underdrain, it has a large supporting force against external pressure such as soil pressure and external water pressure, and can sufficiently follow displacements in the longitudinal direction and shear direction between the underdrains.

また、止水材4の両端部4a。4a′は、碇着部材2の
環状外周部2 b 、 2 b’とともにコンクリート
暗渠1,1′内に埋め込んであるから、外圧がかかつて
も止水性が低下することがなく、良好な止水性が維持で
きる。
Also, both ends 4a of the water stop material 4. 4a' is embedded in the concrete culverts 1, 1' together with the annular outer circumferential parts 2b, 2b' of the anchoring member 2, so that even when external pressure is high, the water-stopping property does not deteriorate, and good water-stopping property is achieved. can be maintained.

(ロ)止水材4の中間部に設けた凹部10には、目地材
9を嵌入して設けたので、相対向する暗渠1.1′間に
土砂が侵入することがなく、暗渠1.1′間の間隙が塞
がれたり、暗渠1.1′間の変位が阻害されたり、また
、土砂中の瓦礫などにより止水材4が損傷を受けたりす
ることがない。
(b) Since the joint material 9 is fitted into the recess 10 provided in the middle of the water stop material 4, earth and sand will not enter between the opposing underdrains 1.1'. The gap between 1' and 1' is not blocked, the displacement between culvert 1 and 1' is not obstructed, and the water stop material 4 is not damaged by debris in the earth and sand.

(/→ 止水材4の内部に補強布を埋め込んだ場合には
外圧により過剰の変形をすることがなく、その支持力が
大きく、止水材4が外圧を受けて暗渠内の流水路中に膨
出することを防止でき、暗渠内の流れが阻害されること
はない。
(/→ When reinforcing cloth is embedded inside the water stop material 4, it will not be excessively deformed due to external pressure, and its supporting capacity is large, so that the water stop material 4 receives external pressure and flows into the water channel in the culvert. This prevents the culvert from bulging out, and the flow within the culvert is not obstructed.

に)止水材の凹部を形成した部分を碇着部材の端面部に
沿わせたので、この凹部を形成した部分がコンクリート
暗渠の表面が粗い端面に直接接触するのを防止できる。
(b) Since the part of the water stop material in which the recess is formed is placed along the end face of the anchoring member, it is possible to prevent the part in which the recess is formed from coming into direct contact with the rough end face of the concrete culvert.

この結果、止水材の凹部を形成した部分が外水圧により
止水材の中心方向に変形させられても、凹部を形成した
部分がコンクリート暗渠の粗面上を直接移動することに
より摩耗したり傷ついたりして、この凹部を形成した部
分の強度が低下し、この部分が外水圧により破損するの
を確実に防止できる。
As a result, even if the part of the waterproofing material that forms the recess is deformed toward the center of the waterstopping material by external water pressure, the part that forms the recess will move directly on the rough surface of the concrete culvert, causing wear and tear. It is possible to reliably prevent this portion from being damaged by external water pressure, which would reduce the strength of the portion where the recessed portion is formed.

なお、碇着部材はコンクリートより表面が遥かに滑らか
な鉄等の金属部材から形成されるのが普通であるので、
止水材の凹部を形成した部分が碇着部材の端面部上を摺
接しても、その摩耗量はコンクリート暗渠上を摺接した
場合に比べて遥かに小さい。
Note that anchoring members are usually made of metal such as iron, which has a much smoother surface than concrete.
Even if the concave portion of the water stop material slides on the end face of the anchoring member, the amount of wear is much smaller than when it slides on the concrete culvert.

すなわち、止水材の凹部を形成した部分を碇着部材の端
面部に沿わせることにより、この部分の摩耗をほとんど
なくすことができる。
That is, by arranging the portion of the water stop material in which the concave portion is formed along the end face portion of the anchoring member, wear of this portion can be almost eliminated.

(ホ)相対向する暗渠1,1′の端部に碇着部材2゜2
′が設けられており、碇着部材2の端面部2a。
(e) Anchoring members 2゜2 at the ends of opposing underdrains 1 and 1'
' is provided at the end surface portion 2a of the anchoring member 2.

2a’により暗渠1,1′の端部は保護されているから
、暗渠1,1′の接触によって暗渠1,1′の端部が破
損することがない。
Since the ends of the underdrains 1 and 1' are protected by the underdrains 2a', the ends of the underdrains 1 and 1' are not damaged by contact between the underdrains 1 and 1'.

(へ)止水材4の凹部10の位置における止水材4の内
周面は暗渠1,1′の内周面とはゾ同一の内周面を有す
るように形成されているから、暗渠1.1′の内部を流
れる流水の流れを阻害することはなく、流れの抵抗は増
大しない。
(f) Since the inner circumferential surface of the water-stopping material 4 at the position of the recess 10 of the water-stopping material 4 is formed to have the same inner circumferential surface as the inner circumferential surface of the underdrains 1 and 1', 1.1' does not impede the flow of running water and does not increase flow resistance.

以上のように、本考案の暗渠の可撓伸縮継手は、単純な
構造で多くの利点を有するものであるから、経済的にも
優れたものである。
As described above, the flexible expansion joint for an underdrain according to the present invention has a simple structure and many advantages, and is therefore economically superior.

【図面の簡単な説明】[Brief explanation of the drawing]

図は本考案の一実施例に係る一部切欠断面図である。 1.1′・・・・・・暗渠、2.z・・・・・・碇着部
材、2a。 2a′・・・・・・端面部、2b、2b’・・・・・・
環状外周部、4・・・・・・止水材、8・・・・・・補
強布、9・・・・・・目地材、10・・・・・・凹部。
The figure is a partially cutaway sectional view of an embodiment of the present invention. 1.1'...culvert, 2. z... Anchoring member, 2a. 2a'... End face part, 2b, 2b'...
Annular outer peripheral portion, 4...Water stop material, 8...Reinforcement cloth, 9...Gout material, 10...Recessed portion.

Claims (1)

【実用新案登録請求の範囲】 環状外周部と、該環状外周部の一端部に中心方向に向け
て一体に設けられた環状の端面部とからなる碇着部材を
一対設け、 前記一対の碇着部材の端面部を間隔をおいて対向させ、
ゴム・合成樹脂等からなる短筒状の止水材の両端部を前
記一対の碇着部材の各環状外周部に嵌合し、該止水材の
中間部を前記両端面部に沿う形状を形成して、該止水材
の中間部外周に向って開口する環状の凹部を形成し、前
記止水材の凹部の位置における内周面を前記端面部及び
接続すべき暗渠の内周面とほぼ同一内径に形成上、前記
止水材の両端部を前記各環状外周部にそれぞれ締結し、
前記止水材の凹部に目地材を嵌入保持させると共に、前
記各環状外周部及び止水材の両端部を相対向する暗渠の
各端部内に埋設固定したことを特徴とする暗渠の可撓伸
縮継手。
[Claims for Utility Model Registration] A pair of anchoring members each comprising an annular outer periphery and an annular end face integrally provided at one end of the annular outer periphery toward the center; The end surfaces of the members are arranged to face each other at intervals,
Both ends of a short cylindrical water stop material made of rubber, synthetic resin, etc. are fitted to each annular outer periphery of the pair of anchoring members, and the middle part of the water stop material is formed into a shape that follows the both end surfaces. Then, an annular recess is formed that opens toward the outer periphery of the intermediate portion of the water stop material, and the inner peripheral surface of the water stop material at the position of the recess is approximately aligned with the end surface and the inner peripheral surface of the underdrain to be connected. Forming the same inner diameter, both ends of the water stop material are fastened to each of the annular outer peripheral parts,
Flexible expansion and contraction of the underdrain, characterized in that a joint material is fitted and held in the recess of the water-stopping material, and each of the annular outer peripheries and both ends of the water-stopping material are buried and fixed in opposing ends of the underdrain. Fittings.
JP1977160324U 1977-11-30 1977-11-30 Underdrain flexible expansion joint Expired JPS5930306Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1977160324U JPS5930306Y2 (en) 1977-11-30 1977-11-30 Underdrain flexible expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1977160324U JPS5930306Y2 (en) 1977-11-30 1977-11-30 Underdrain flexible expansion joint

Publications (2)

Publication Number Publication Date
JPS5485418U JPS5485418U (en) 1979-06-16
JPS5930306Y2 true JPS5930306Y2 (en) 1984-08-29

Family

ID=29153972

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1977160324U Expired JPS5930306Y2 (en) 1977-11-30 1977-11-30 Underdrain flexible expansion joint

Country Status (1)

Country Link
JP (1) JPS5930306Y2 (en)

Also Published As

Publication number Publication date
JPS5485418U (en) 1979-06-16

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