JPS6154895B2 - - Google Patents
Info
- Publication number
- JPS6154895B2 JPS6154895B2 JP56078275A JP7827581A JPS6154895B2 JP S6154895 B2 JPS6154895 B2 JP S6154895B2 JP 56078275 A JP56078275 A JP 56078275A JP 7827581 A JP7827581 A JP 7827581A JP S6154895 B2 JPS6154895 B2 JP S6154895B2
- Authority
- JP
- Japan
- Prior art keywords
- flexible water
- open
- frame body
- stopping member
- water stop
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 38
- 239000013013 elastic material Substances 0.000 claims description 4
- 229920003002 synthetic resin Polymers 0.000 claims description 4
- 239000000057 synthetic resin Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Sewage (AREA)
Description
【発明の詳細な説明】
本発明は農業用水路、排水路、一般水路などの
開渠の接続に用いられる開渠の継手に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an open channel joint used for connecting open channels such as agricultural waterways, drainage channels, and general waterways.
従来の開渠の継手には、互いに対向する開渠の
端部内面間にゴム、合成樹脂等の弾性材からな
り、伸縮用の中空部を中間に有する可撓止水部材
の両端部を取付けて、開渠外への止水を行なうよ
うにしたものがある。斯る開渠の継手を地下水等
の外水圧の作用する場所に埋設した開渠同志の接
続に用いた場合には、可撓止水部材が内方に膨出
変形して、この可撓止水部材の耐久性が低下した
り、或は、可撓止水部材が破損する恐れがある。
しかも、可撓止水部材の斯る膨出変形は、内部の
流水抵抗の原因となるため、水理条件を大きく阻
害するという問題がある。 In conventional open channel joints, both ends of a flexible water stop member made of an elastic material such as rubber or synthetic resin and having a hollow part for expansion and contraction in the middle are attached between the inner surfaces of the opposing ends of the open channel. Some systems are designed to cut off water to the outside of the open channel. When such an open channel joint is used to connect two open channels that are buried in a place where external water pressure such as groundwater is applied, the flexible water stop member bulges inward and deforms, causing this flexible stop. There is a risk that the durability of the water member may decrease or the flexible water stop member may be damaged.
In addition, such bulging deformation of the flexible water-stopping member causes internal water flow resistance, which poses a problem of greatly impeding hydraulic conditions.
本発明は、これらの問題を解消した開渠の継手
を提供することを目的とするものである。 It is an object of the present invention to provide an open channel joint that eliminates these problems.
本発明は、接続すべき一対の開渠の端部内面の
夫々に、大段部と小段部でなる断面略〓形状の枠
体を設け、前記一対の開渠間に跨がり、かつ枠体
の内側位置にゴム、合成樹脂等の弾性材からなる
外部可撓止水部材及び内部可撓止水部材を設け、
前記外部可撓止水部材と内部可撓止水部材との間
に前記枠体の大段部と小段部に相応した断面略〓
形状の中間耐力板を介装し、前記枠体の内奥側端
部の小段部において、内部可撓止水部材の内面側
に押板を当て、ボルト等の締結具により枠体と外
部可撓止水部材、中間耐力板及び内部可撓止水部
材を締結したことにより、漏水時に可撓止水部材
を容易に交換可能とすると共に、大きな外水圧が
作用しても、可撓止水部材の内方への膨出を阻止
でき、しかも外部可撓止水部材に作用する伸長力
が外部可撓止水部材の締結用のボルト貫通部に直
接作用することを阻止でき、止水性を大きく改善
できる開渠の継手を提供できるものである。 The present invention provides a frame body having a substantially square cross section consisting of a large step part and a small step part on each of the inner surfaces of the end portions of a pair of open channels to be connected, and straddles between the pair of open channels and the frame body. An external flexible water-stopping member and an internal flexible water-stopping member made of an elastic material such as rubber or synthetic resin are provided at the inner position of the
Between the external flexible water-stopping member and the internal flexible water-stopping member, there is a cross section corresponding to the large step portion and the small step portion of the frame body.
A push plate is placed on the inner surface of the internal flexible water-stopping member at the small step at the inner end of the frame body, and the frame body and the external flexible plate are connected with a fastener such as a bolt. By fastening the flexible water stop member, the intermediate load-bearing plate, and the internal flexible water stop member, the flexible water stop member can be easily replaced in the event of water leakage, and even if large external water pressure is applied, the flexible water stop member can be easily replaced. The inward bulge of the member can be prevented, and the extension force acting on the external flexible water-stopping member can be prevented from directly acting on the fastening bolt penetration part of the external flexible water-stopping member, thereby improving waterstopping properties. It is possible to provide an open channel joint that can be greatly improved.
以下本発明の一実施例を図面に従つて説明す
る。 An embodiment of the present invention will be described below with reference to the drawings.
第1図において、1,1′は一対の互いに対向
する断面U字状のコンクリート製の開渠、2は開
渠1,1′間に介装された目地材である。第2図
において、開渠の継手3は、開渠1,1′の対向
端部内面に固定された枠体4,4′を有する。こ
の枠体4,4′は大段部4a,4′aと、小段部4
b,4′bと、これらを連設している連結部4
c,4′cと、小段部4b,4′bの端に開渠の内
方に向けて突設されたフランジ部4d,4′dを
有し、断面〓形状をなしている。このフランジ部
4d,4′dの内端面は、開渠1,1′の内面1
a,1′aと面一に形成されている。 In FIG. 1, reference numerals 1 and 1' denote a pair of concrete open conduits having a U-shaped cross section facing each other, and 2 a joint material interposed between the open conduits 1 and 1'. In FIG. 2, the open channel joint 3 has frames 4, 4' fixed to the inner surfaces of opposite ends of the open channels 1, 1'. The frames 4, 4' have large step parts 4a, 4'a and a small step part 4.
b, 4'b, and the connecting part 4 that connects them
c, 4'c, and flange portions 4d, 4'd protruding inward from the open channel at the ends of the small step portions 4b, 4'b, and have a cross-sectional shape. The inner end surfaces of these flange portions 4d, 4'd are the inner surfaces 1 of the open channels 1, 1'.
It is formed flush with a and 1'a.
また、開渠の継手3は、ゴム、合成樹脂等の弾
性材で形成した外部可撓止水部材5と内部可撓止
水部材6を有する。これらの可撓止水部材5,6
は互いに嵌合されている。この外部可撓止水部材
5の両端部は枠体4,4′内面に沿う形状の小段
部A、、連結部B、大段部Cとでなつていて、こ
れらは枠体4,4′に嵌合されている。しかも、
可撓止水部材5の中央部には内側方向に向かう断
面〓状のくびれ部5aが形成されていて、その外
面には内側方向に向かう略〓状の凹部5bが形成
されている。又、開渠1,1′が地震等で開渠
1,1′の軸方向で目地が開く方向に変位した場
合、目地の隙間を通して、開渠1,1′の外部土
砂が凹部5bに侵入し、外部可撓止水部材5のく
びれ部5aが不等沈下等による変位への追従性を
阻害されないよう、この凹部5bにスポンジ等の
発泡性弾性体を位置させることもできる。また、
内部可撓止水部材6は、内面6aがほぼ滑らかに
形成されている。しかも内部可撓止水部材6の外
側には外側方向に向かう略U状の突条6b,6′
bが形成されていて、この突条6b,6′bの内
部には、これに沿つて延びる空洞6c,6′cが
形成されている。この突条6b,6′b間に前記
くびれ部5aが嵌合密接している。内部可撓止水
部材6の両端部には、その内面6aの内側方向に
向かつて断面略〓状に開口する押板嵌合用口6
d,6′dが形成されている。 Further, the open channel joint 3 has an external flexible water-stopping member 5 and an internal flexible water-stopping member 6 made of an elastic material such as rubber or synthetic resin. These flexible water stop members 5, 6
are fitted together. Both ends of this external flexible water-stopping member 5 are made up of a small step part A, a connecting part B, and a large step part C, which are shaped along the inner surfaces of the frames 4, 4'. is mated to. Moreover,
A constricted portion 5a having a rounded cross-section facing inward is formed in the center of the flexible water stop member 5, and a generally round-shaped concave portion 5b facing inward is formed on the outer surface of the constricted part 5a. Furthermore, if the open channels 1 and 1' are displaced in the direction in which the joints open in the axial direction of the open channels 1 and 1' due to an earthquake, etc., the external earth and sand of the open channels 1 and 1' will enter the recess 5b through the gap between the joints. However, a foamed elastic body such as a sponge may be placed in the concave portion 5b so that the constricted portion 5a of the external flexible water-stopping member 5 is not inhibited from following displacement due to uneven subsidence or the like. Also,
The internal flexible water stop member 6 has an inner surface 6a formed to be substantially smooth. Moreover, on the outside of the internal flexible water stop member 6, there are approximately U-shaped protrusions 6b, 6' extending outward.
b is formed, and cavities 6c, 6'c extending along the protrusions 6b, 6'b are formed inside the protrusions 6b, 6'b. The constricted portion 5a is closely fitted between the protrusions 6b and 6'b. At both ends of the internal flexible water stop member 6, there are push plate fitting holes 6 which open toward the inner side of the inner surface 6a and have a substantially square cross section.
d, 6'd are formed.
可撓止水部材5,6の両端部間には、中間耐力
板7,7′が介装されている。この中間耐力板
7,7′は枠体4,4′の大段部4a,4′aに沿
う大段部7c,7′cと連結部4c,4′cに沿う
連結部7b,7′bと、小段部7a,7′aを有す
る。押板用溝6d,6′dには押板Dが嵌合され
ている。 Intermediate load-bearing plates 7 and 7' are interposed between both ends of the flexible water stop members 5 and 6. These intermediate load-bearing plates 7, 7' are large step parts 7c, 7'c along the large step parts 4a, 4'a of the frames 4, 4', and connecting parts 7b, 7' along the connecting parts 4c, 4'c. b, and small step portions 7a, 7'a. A push plate D is fitted into the push plate grooves 6d and 6'd.
8,8′はアンカーボルトであり、その一端部
は開渠1,1′に埋設されている。このアンカー
ボルト8,8′のネジ部は枠体4,4′の小段部4
b,4′b、外部可撓止水部材5の小段部Aと、
中間耐力板7の小段部7a,7′aと、内部可撓
止水部材6の端部および押板Dとを貫通してい
て、その先端部にはナツト9,9′が締結されて
いる。 Reference numerals 8 and 8' indicate anchor bolts, one end of which is buried in the open conduits 1 and 1'. The threaded portions of these anchor bolts 8, 8' are connected to the small stepped portions 4 of the frames 4, 4'.
b, 4'b, a small stepped portion A of the external flexible water stop member 5;
It passes through the small steps 7a, 7'a of the intermediate load-bearing plate 7, the end of the internal flexible water stop member 6, and the pusher plate D, and nuts 9, 9' are fastened to the tips thereof. .
このような構造において連結部4c,7b間の
間隔t1は大段部4a,7c間の間隔t2よりも若干
大きく形成されていて、間隔t1は外部可撓止水部
材5の締付前の厚さより若干小さく形成されてい
る。 In such a structure, the interval t 1 between the connecting parts 4c and 7b is formed to be slightly larger than the interval t 2 between the large step parts 4a and 7c, and the interval t 1 is determined by the tightening of the external flexible water stop member 5. It is formed slightly smaller than the previous thickness.
次に、このような構成の開渠の継手の使用状態
及びその利点を述べる。 Next, the usage conditions and advantages of the open-drain joint with this configuration will be described.
開渠の継手3を用いて結合した開渠1,1′が
地下水等の多い地盤中に埋設された場合には、外
部可撓止水部材5のくびれ部5aに、それを内方
に膨出変形させる外水圧が作用するが、変形しよ
うとする外部可撓止水部材5は大段部Cが枠体
4,4′と中間耐力板7,7′間の大段部間に挾持
されかつ連結部4c,4′cと7b,7′bによつ
てくびれ部5a側への伸長が阻止されている。し
たがつて、この場合の膨出変形力として作用する
外水圧によつて外部可撓止水部材5の端部は、そ
の開渠1,1′の長手方向には伸長しない。しか
も、膨出変力は外部可撓止水部材5のボルト8,
8′の周面にも作用しないので、この部分の水密
性が維持される。 When the open conduits 1 and 1' connected using the open conduit joint 3 are buried in the ground with a lot of groundwater, etc., the constriction 5a of the external flexible water stop member 5 is inflated inwardly. External water pressure is applied to deform the external flexible water stop member 5, but the large stepped portion C of the external flexible water stop member 5 that is about to deform is held between the large stepped portions between the frames 4, 4' and the intermediate load-bearing plates 7, 7'. Further, the connecting portions 4c, 4'c and 7b, 7'b prevent extension toward the constricted portion 5a. Therefore, the end portion of the external flexible water stop member 5 does not extend in the longitudinal direction of the open channels 1, 1' due to the external water pressure acting as the bulging deformation force in this case. Moreover, the bulging force is caused by the bolt 8 of the external flexible water stop member 5,
Since it does not act on the circumferential surface of 8', the watertightness of this part is maintained.
地盤に大きな不等沈下が生じて、第3図の如
く、開渠1,1′が大きく相対変位した場合には
可撓止水部材5のくびれ部および可撓止水部材6
の中間部が伸長して、その大きな不等沈下を吸収
する。しかも、外部可撓止水部材5は断面〓状の
くびれ部5aの両端を中間耐力板7の大段部で支
持されるから大きな外水圧を支持することができ
る。 When a large uneven settlement occurs in the ground and the open channels 1 and 1' undergo a large relative displacement as shown in FIG. 3, the constriction of the flexible water stop member 5 and the flexible water stop member 6
The middle part of the area expands to absorb the large unequal settlement. Moreover, the external flexible water stop member 5 can support large external water pressure because both ends of the constricted portion 5a having a rounded cross section are supported by the large stepped portion of the intermediate load-bearing plate 7.
以上、実施例について説明したが本発明はこれ
に限らず以下のものを含むものである。 Although the embodiments have been described above, the present invention is not limited thereto and includes the following.
(1) 上記実施例では、開渠の継手3をコンクリー
ト製の開渠に適用した場合について説明した
が、これに限らず他の材質からなる開渠にも適
用できるものである。例えば、その材質がスチ
ールのみからなるもの、あるいはスチールとコ
ンクリートを組み合わせたものに適用すること
ができる。(1) In the above embodiment, a case has been described in which the open ditch joint 3 is applied to an open ditch made of concrete, but the present invention is not limited to this and can be applied to open ditches made of other materials. For example, it can be applied to a material made of only steel or a combination of steel and concrete.
(2) 上記実施例では、開渠の形状が断面U字状の
ものについて説明したが、、これはこれに限ら
ず、例えば断面半円形、断面半楕円形、一部が
開口した断面多角形のものにも適用できるもの
である。(2) In the above embodiment, the shape of the open channel is U-shaped in cross section, but this is not limited to this, and for example, the shape is semicircular in cross section, semielliptical in cross section, polygonal in cross section with a partially open area. It can also be applied to
(3) 上記実施例では内部可撓止水部材の突条の形
状を断面コ字状のものとしたが、これに限られ
るものではなく、例えば、これを断面円弧状、
または断面台形状のものとしてもよい。(3) In the above embodiment, the shape of the protrusion of the internal flexible water stop member is U-shaped in cross section, but it is not limited to this.
Alternatively, it may have a trapezoidal cross section.
第1図は開渠の斜視図。第2図は第1図の一部
拡大断面図。第3図は本発明に係る開渠の継手の
作用を説明するための一部拡大断面図。
1,1′……開渠、3……開渠の継手、4,
4′……枠体、5……外部可撓止水部材、6……
内部可撓止水部材、7,7′……中間耐力板、
8,8′……アンカーボルト。
Figure 1 is a perspective view of the open channel. FIG. 2 is a partially enlarged sectional view of FIG. 1. FIG. 3 is a partially enlarged sectional view for explaining the function of the open channel joint according to the present invention. 1, 1'...Open channel, 3...Open channel joint, 4,
4'... Frame body, 5... External flexible water stop member, 6...
Internal flexible water stop member, 7, 7'... intermediate load-bearing plate,
8, 8'...Anchor bolt.
Claims (1)
大段部と小段部でなる断面略〓形状の枠体を設
け、前記一対の開渠間に跨がり、かつ枠体の内側
位置にゴム、合成樹脂等の弾性材からなる外部可
撓止水部材及び内部可撓止水部材を設け、前記外
部可撓止水部材と内部可撓止水部材との間に前記
枠体の大段部及び小段部に相応した断面略〓形状
の中間耐力板を介装し、前記枠体の内奥側端部の
小段部において、内部可撓止水部材の内面側に押
板を当て、ボルト等の締結具により枠体と外部可
撓止水部材、中間耐力板及び内部可撓止水部材を
締結したことを特徴とする開渠の継手。1. On each of the inner surfaces of the ends of the pair of open channels to be connected,
A frame body with a cross-section of approximately the same shape as a large step part and a small step part is provided, and an external flexible water stopper made of an elastic material such as rubber or synthetic resin is provided at an inner position of the frame body, spanning between the pair of open channels. and an internal flexible water-stopping member, and between the external flexible water-stopping member and the internal flexible water-stopping member, there is provided an intermediate load-bearing plate having a substantially square cross-sectional shape corresponding to the large step portion and the small step portion of the frame body. A press plate is placed on the inner surface of the internal flexible water-stopping member at the small step at the inner end of the frame body, and the frame body and the external flexible water-stopping member are connected with a fastener such as a bolt. A joint for an open channel characterized by fastening an intermediate load-bearing plate and an internal flexible water stop member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56078275A JPS57193638A (en) | 1981-05-23 | 1981-05-23 | Joint of culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56078275A JPS57193638A (en) | 1981-05-23 | 1981-05-23 | Joint of culvert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57193638A JPS57193638A (en) | 1982-11-29 |
| JPS6154895B2 true JPS6154895B2 (en) | 1986-11-25 |
Family
ID=13657420
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56078275A Granted JPS57193638A (en) | 1981-05-23 | 1981-05-23 | Joint of culvert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57193638A (en) |
-
1981
- 1981-05-23 JP JP56078275A patent/JPS57193638A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57193638A (en) | 1982-11-29 |
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