JPS6145260Y2 - - Google Patents

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Publication number
JPS6145260Y2
JPS6145260Y2 JP14242482U JP14242482U JPS6145260Y2 JP S6145260 Y2 JPS6145260 Y2 JP S6145260Y2 JP 14242482 U JP14242482 U JP 14242482U JP 14242482 U JP14242482 U JP 14242482U JP S6145260 Y2 JPS6145260 Y2 JP S6145260Y2
Authority
JP
Japan
Prior art keywords
rubber band
support frame
expansion joint
frame
support plate
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
JP14242482U
Other languages
Japanese (ja)
Other versions
JPS5947784U (en
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 filed Critical
Priority to JP14242482U priority Critical patent/JPS5947784U/en
Publication of JPS5947784U publication Critical patent/JPS5947784U/en
Application granted granted Critical
Publication of JPS6145260Y2 publication Critical patent/JPS6145260Y2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)

Description

【考案の詳細な説明】 本考案は簡易防水型伸縮継手に係り、さらに詳
しくは四辺形又は円形、多角形等の断面を有する
コンクリート製の枠体相互間を接続する簡易防水
型伸縮継手に関するものである。
[Detailed description of the invention] The present invention relates to a simple waterproof expansion joint, and more specifically to a simple waterproof expansion joint that connects concrete frames having quadrilateral, circular, polygonal, etc. cross sections. It is.

たとえば、上下水道や農業用または工業用水路
を構築するには、コンクリート製の断面が四辺形
状のボツクスカルバートと呼ばれるコンクリート
製の枠体を工場にて作製し工事現場に運搬埋設す
る場合、又は現場施行によつて枠体を形成し埋設
する場合がある。この枠体はたとえば一辺が2m
〜5m程度で長さが2m前後というように比較的大
きく、この枠体を多数個順次接続することにより
連続した水路を形成している。
For example, in order to construct water and sewage systems, agricultural or industrial waterways, a concrete frame called a box culvert with a four-sided concrete cross section is manufactured in a factory and transported to the construction site and buried, or it is carried out on-site. In some cases, a frame may be formed and buried. For example, this frame has a side of 2m.
It is relatively large, approximately 5m in length and around 2m in length, and a continuous waterway is formed by connecting many of these frames one after another.

このような水路を形成するためには枠体相互間
を水密状態で接続すると共に、地中に不同沈下の
現象が発生し、水路が蛇行する場合を考えて伸縮
可能な構造の継手で接合しなければならない。
In order to form such a waterway, the frames should be connected in a watertight manner, and they should be joined with expandable joints in order to prevent uneven subsidence from occurring underground and the waterway meandering. There must be.

このような要求に対処する継手としては、従来
より接続部にベローズ状の環状のゴムバンドを隣
接する枠体間に挿入又は懸け渡した状態で取り付
ける構造が知られている。
As a joint that meets such requirements, a structure is conventionally known in which a bellows-shaped annular rubber band is attached to a connecting portion in a state in which it is inserted or stretched between adjacent frames.

しかし、このようなゴムバンドだけを使用する
と、水路は埋設されている場合が多いため、大き
な水圧がかかることが多く、ゴムバンドが大きく
弾性変形して枠体内にはらみ出し、水圧に耐えら
れずにやがて破損し、地下水や汚水等が水路内に
浸入するという欠点がある。
However, if only such rubber bands are used, because waterways are often buried, large water pressure is often applied, and the rubber bands undergo large elastic deformation and protrude into the frame, unable to withstand the water pressure. The drawback is that they eventually break, allowing groundwater, sewage, etc. to enter the waterways.

本考案は以上のような従来の欠点を除去するた
めになされたもので、極めて簡単な構造により水
圧に十分に耐えると共に水路の高低差や蛇行の発
生にも十分に対処することができる簡易防水型伸
縮継手を提供することを目的としている。
The present invention has been made in order to eliminate the above-mentioned drawbacks of the conventional method, and has as its object to provide a simplified waterproof expansion joint with an extremely simple structure that is fully capable of withstanding water pressure and is also fully capable of dealing with elevation differences and meandering in waterways.

以下、図面に示す実施例に基いて本考案の詳細
を説明する。図において符号1で示すものは角筒
状に鉄筋コンクリートから形成された枠体を示し
それぞれ規格サイズに量産される。隣接する枠体
1,1間には本考案になる伸縮継手2が設けられ
ている。
Hereinafter, details of the present invention will be explained based on embodiments shown in the drawings. In the figure, the reference numeral 1 denotes a rectangular cylindrical frame made of reinforced concrete, each of which is mass-produced to a standard size. An expansion joint 2 according to the present invention is provided between adjacent frames 1, 1.

本考案になる伸縮継手の第1の実施例が第1図
〜第6図に示されている。
A first embodiment of the expansion joint according to the present invention is shown in FIGS. 1-6.

伸縮継手2は左右1組の支持板3,3とゴムバ
ンド4とから構成されている。
The expansion joint 2 is composed of a pair of left and right support plates 3, 3 and a rubber band 4.

支持板3,3は全く同一に形成され、各支持板
3の一端側には断面がコ字状の支持枠3aが一体
成形されており、他端側には鋸歯状の突片3bが
所定ピツチで突設されている。支持枠3aの開口
端側縁と突片3bの外側面とは同一平面内にあ
る。
The support plates 3, 3 are formed identically, and a support frame 3a having a U-shaped cross section is integrally formed on one end of each support plate 3, and a sawtooth protrusion 3b is provided at a predetermined position on the other end. It is protruded with pitch. The opening end side edge of the support frame 3a and the outer surface of the protruding piece 3b are in the same plane.

また、支持枠3aには透孔3cが所定ピツチで
形成されている。
Further, through holes 3c are formed in the support frame 3a at a predetermined pitch.

一方、ゴムバンド4は第5図に示すように所定
幅のベローズ状に形成され、枠体1の内周面に沿
つて添接される長さを有し、エンドレスのリング
状に形成されていることが望ましい。
On the other hand, the rubber band 4 is formed into a bellows shape with a predetermined width as shown in FIG. It is desirable to be present.

このゴムバンド4は第4図に拡大して示すよう
に枠体1,1の接続部の内周面に全周にわたつて
1段低く形成された凹部1a中に嵌入される。凹
部1aの深さは支持板3の支持枠3aの高さとゴ
ムバンド4の肉厚を加えたものにほぼ等しい。
As shown enlarged in Fig. 4, the rubber band 4 is fitted into a recess 1a formed around the entire periphery of the inner circumferential surface of the connection between the frames 1, 1. The depth of the recess 1a is approximately equal to the height of the support frame 3a of the support plate 3 plus the thickness of the rubber band 4.

ゴムバンド4を凹部1aに嵌入させた後接続す
べき枠体1,1の凹部1a中にそれぞれ支持板
3,3の支持枠3aが嵌入される。この時、支持
枠3aはコ字状の開放端側を枠体1,1の内側に
向かつて位置させた状態で、かつ第3図に示すよ
うに支持枠3aの外側の側壁を凹部1aの側壁に
接した状態で配置される。
After the rubber band 4 is fitted into the recess 1a, the support frames 3a of the support plates 3, 3 are fitted into the recesses 1a of the frames 1, 1 to be connected, respectively. At this time, the support frame 3a is positioned with its U-shaped open end facing toward the inside of the frames 1, 1, and the outer side wall of the support frame 3a is inserted into the recess 1a as shown in FIG. It is placed against the side wall.

一方、符号5で示すものはアンカーボルトで、
各枠体1の凹部1aに埋設されており、このアン
カーボルト5の頭部が支持板3の支持枠3aの透
孔3c中に嵌入され、ナツト6によつて支持板3
を片持ち状態で固定する。そして、鋸歯状の突片
3bはそれぞれ相手方の突片3b間に嵌入され
る。
On the other hand, what is indicated by code 5 is an anchor bolt,
The head of each anchor bolt 5 is fitted into the through hole 3c of the support frame 3a of the support plate 3, and the nut 6 is used to tighten the support plate 3.
Fix it in a cantilevered state. Each of the serrated protrusions 3b is fitted between the opposing protrusions 3b.

なお、枠体1,1は第4図に拡大して示すよう
に通常の場合密接しては配置されず、一定間隔d
だけ離してあるため、対向する突片3b,3b間
には隙間がある。
Note that, as shown in an enlarged view in FIG.
There is a gap between the opposing projecting pieces 3b, 3b.

この支持板3を固定するに際し第3図に示すよ
うに、ゴムバンド4の幅方向の端部は支持枠3a
の底面と凹部1aの底面との間で挾持された状態
で固定される。すなわちゴムバンド4の両端部は
アンカーボルト5の近傍にまで挿入された状態で
挾持固定される。
When fixing this support plate 3, as shown in FIG.
and the bottom surface of the recess 1a. That is, both ends of the rubber band 4 are inserted into the vicinity of the anchor bolt 5 and are clamped and fixed.

ところで、支持板3,3は互いに対向した状態
で突片3b,3b間に所定の隙間を残して1組ず
つ取り付けられるが、第2図に示すように隣接す
る1組の支持板3,3間は所定間隔wだけ離して
取り付けられる。これは水路の蛇行その他に備え
るためである。第4図は本考案伸縮継手を枠体1
の隅角部に取付けた状態を示すものである。
Incidentally, the support plates 3, 3 are attached one pair at a time while facing each other with a predetermined gap left between the protrusions 3b, 3b, but as shown in FIG. They are attached with a predetermined distance w between them. This is to prepare for meandering waterways and other issues. Figure 4 shows the frame 1 of the expansion joint of the present invention.
The figure shows the state in which it is attached to the corner of the

このようにして支持板3を固定した後コ字状の
支持枠3a中にはモルタル7が開口端と面一とな
るように充填される。
After the support plate 3 is fixed in this manner, mortar 7 is filled into the U-shaped support frame 3a so as to be flush with the opening end.

本実施例は以上のように構成されているため、
ゴムバンド4が外側に、支持板3が内側に位置し
た状態となり、枠体1,1間を通つて浸入してく
る雨水等がゴムバンド4により浸入を阻止される
と共に、枠体1が連続して構築される水路内を流
れる農業用水或は上下道水が外にもれることがな
い。
Since this embodiment is configured as described above,
The rubber band 4 is located on the outside and the support plate 3 is located on the inside, and the rubber band 4 prevents rainwater etc. from entering between the frames 1 and 1, and the frame 1 is continuous. Agricultural water or sewerage water flowing through the constructed canals will not leak outside.

また、ゴムバンド4に対して外側から大きな水
圧がかかつても内側に支持板3が配置されている
ため、ゴムバンド4に加わる圧力を十分に受け止
めることができ、ゴムバンド4が大きく弾性変形
して固定部が破損し、もれが生じることはない。
In addition, even if large water pressure is applied to the rubber band 4 from the outside, the support plate 3 is placed on the inside, so the pressure applied to the rubber band 4 can be sufficiently received, and the rubber band 4 will not undergo large elastic deformation. The fixing part will not be damaged and leakage will not occur.

また、枠体1,1が熱膨張その他で伸縮しても
ベローズ状のゴムバンド4は自由に伸縮できるた
めこれに追従することができ、支持板3,3もそ
れぞれの枠体に片持支持の状態に固定されている
ため突片3b,3b間が接近、離間するだけで常
にゴムバンド4の内側に位置し支持板の役目を果
たすことができる。
Even if the frames 1, 1 expand or contract due to thermal expansion or other reasons, the bellows-like rubber band 4 can expand and contract freely and therefore can follow this, and since the support plates 3, 3 are fixed to the respective frames in a cantilevered state, they can always be located inside the rubber band 4 and function as a support plate simply by moving the protrusions 3b, 3b closer to and farther apart.

さらに、水路が上下或は左右に蛇行してもゴム
バンド4は自由に伸縮でき、支持板3,3同志も
接近、離間できるため極端な屈曲状態でない限
り、追従することができる。
Furthermore, even if the waterway meanders up and down or left and right, the rubber band 4 can freely expand and contract, and the support plates 3, 3 can also approach and separate from each other, so that it can follow the waterway unless it is in an extremely bent state.

第7図〜第9図は本考案の他の実施例を説明す
るもので、各図中第1図〜第6図と同一部分には
同一符号を付しその説明は省略する。
7 to 9 illustrate another embodiment of the present invention, and in each figure, the same parts as in FIGS. 1 to 6 are designated by the same reference numerals, and their explanation will be omitted.

第7図〜第9図に示す実施例にあつて支持板3
およびゴムバンド4の構造が前述した実施例とは
わずかに異なつている。
In the embodiment shown in FIGS. 7 to 9, the support plate 3
Also, the structure of the rubber band 4 is slightly different from the embodiment described above.

すなわち、支持板3は断面がL字状の支持枠3
dを有し、その水平部にアンカーボルト5が嵌合
する透孔3cが形成されている。
That is, the support plate 3 is a support frame 3 having an L-shaped cross section.
d, and a through hole 3c into which the anchor bolt 5 fits is formed in its horizontal portion.

そして、ゴムバンド4の幅方向の両端部には透
孔3cと対応する位置に透孔4aが同一直径をも
つて形成されている。
At both ends of the rubber band 4 in the width direction, through holes 4a are formed with the same diameter at positions corresponding to the through holes 3c.

このような構造を有するゴムバンド4はその透
孔4a中にアンカーボルト5を嵌合させた状態で
凹部1aに嵌入されて取り付けられ、さらにその
上に支持板の支持枠3dを重ねてアンカーボルト
5を透孔3cに嵌合させナツト6によつて固定す
る。この状態ではゴムバンド4は透孔4aを介し
てアンカーボルト5に係止されると共に支持枠3
dの水平部によつて凹部1aの底面に押し付けら
れた状態で取り付けられる。そして、支持枠3d
の外側の空間中にはモルタル7が充填される。
The rubber band 4 having such a structure is fitted into the recess 1a with the anchor bolt 5 fitted into the through hole 4a, and is then attached to the recess 1a, and then the support frame 3d of the support plate is placed on top of it and the anchor bolt 5 is fitted into the through hole 4a. 5 is fitted into the through hole 3c and fixed with a nut 6. In this state, the rubber band 4 is locked to the anchor bolt 5 through the through hole 4a, and the support frame 3
It is attached in a state where it is pressed against the bottom surface of the recess 1a by the horizontal portion d. And the support frame 3d
The space outside is filled with mortar 7.

このような構造を採用したため第1図〜第6図
に示した実施例と同様な効果が得られる他、ゴム
バンド4は透孔4aを介してアンカーボルト5に
係止されるため、さらに外れにくくなる。
By adopting such a structure, the same effect as the embodiment shown in FIGS. 1 to 6 can be obtained, and since the rubber band 4 is locked to the anchor bolt 5 through the through hole 4a, it can be further removed. It becomes difficult.

前記角筒状の枠体に本考案伸縮継手を取付ける
手段に付いて説明したが、円形、多角形筒状の枠
体に取付ける場合も同様手段により取付けられる
ものである。
Although the means for attaching the expansion joint of the present invention to the rectangular cylindrical frame has been described above, the same method can be used when attaching the expansion joint to a circular or polygonal cylindrical frame.

以上の説明から明らかなように本考案によれ
ば、ベローズ状のゴムバンドと鋸歯状の突片を有
する1対の組合わせから成る支持板を複数組用い
て伸縮継手を構成しているため、大きな水圧がゴ
ムバンドに加わつても支持板によつて大きな変形
を阻止した状態で支持することができ、ゴムバン
ドの破損による漏れは皆無となり、しかも枠体相
互の位置ずれ等を十分に吸収することができる。
As is clear from the above description, according to the present invention, an expansion joint is constructed using a plurality of sets of support plates each consisting of a pair of bellows-like rubber bands and a sawtooth protrusion. Even if large water pressure is applied to the rubber band, it can be supported with the support plate preventing large deformation, there is no leakage due to damage to the rubber band, and it sufficiently absorbs misalignment of the frames. be able to.

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

第1図〜第6図は本考案の一実施例を説明する
もので、第1図は継手の取り付け状態を説明する
一部破断斜視図、第2図は伸縮継手の平面図、第
3図は取り付け状態を説明する一部拡大縦断側面
図、第4図は取り付け状態を説明する一部拡大斜
視図、第5図はゴムバンドの一部拡大斜視図、第
6図は支持板の斜視図、第7図〜第9図は本考案
の他の実施例を説明するもので、第7図は取り付
け状態の一部拡大縦断側面図、第8図はゴムバン
ドの斜視図、第9図は支持板の斜視図である。 1……枠体、2……伸縮継手、3……支持板、
3a,3d……支持枠、3b……突片、3c……
透孔、4……ゴムバンド、5……アンカーボル
ト、6……ナツト、7……モルタル。
Figures 1 to 6 illustrate an embodiment of the present invention, in which Figure 1 is a partially cutaway perspective view illustrating how the joint is installed, Figure 2 is a plan view of the expansion joint, and Figure 3 is a plan view of the expansion joint. 4 is a partially enlarged perspective view illustrating the attached state, FIG. 5 is a partially enlarged perspective view of the rubber band, and FIG. 6 is a perspective view of the support plate. , Fig. 7 to Fig. 9 are for explaining other embodiments of the present invention, Fig. 7 is a partially enlarged vertical sectional side view of the attached state, Fig. 8 is a perspective view of the rubber band, and Fig. 9 is a perspective view of the rubber band. It is a perspective view of a support plate. 1...Frame body, 2...Expansion joint, 3...Support plate,
3a, 3d...Support frame, 3b...Protrusion piece, 3c...
Through hole, 4...Rubber band, 5...Anchor bolt, 6...Nut, 7...Mortar.

Claims (1)

【実用新案登録請求の範囲】 (1) 所定幅のベローズ状に形成されたゴムバンド
4と、このゴムバンド4の幅方向の両端部に重
ねて枠体側のアンカーボルト5に固定される支
持枠3aを有する左右一対の支持板3を複数組
有し、前記支持板3は同一の形状に形成され、
対向する側に互いに相手側の突片間に嵌入する
複数個の鋸歯状の突片3bを有し、前記ゴムバ
ンド4に対し支持板3は枠体1の内側に位置し
た状態で取り付けられることを特徴とする簡易
防水型伸縮継手。 (2) 支持板3の支持枠3aは断面がコ字状に形成
され、その底面側にアンカーボルト5が嵌合さ
れる透孔3cが複数個形成され、これら透孔3
cが形成された側の底面がゴムバンド4の幅方
向の両端部に重ねられて取り付けられることを
特徴とする実用新案登録請求の範囲第1項記載
の簡易防水型伸縮継手。 (3) 支持板3の支持枠3dは断面がL字状に形成
され、この支持枠3dの突片3bと平行な部分
にアンカーボルト5が嵌入される複数個の透孔
3cが形成され、これら透孔3cが形成された
部分が前記ゴムバンド4の幅方向の両端部に重
ねられることを特徴とする実用新案登録請求の
範囲第1項記載の簡易防水型伸縮継手。 (4) ゴムバンド4は幅方向の両端部に前記支持枠
3dの透孔3cと同一直径で、かつ同一ピツチ
で透孔4aが形成されていることを特徴とする
実用新案登録請求の範囲第3項記載の簡易防水
型伸縮継手。
[Claims for Utility Model Registration] (1) A rubber band 4 formed in the shape of a bellows with a predetermined width, and a support frame fixed to anchor bolts 5 on the frame side, overlapping both ends of the rubber band 4 in the width direction. 3a, the support plates 3 are formed in the same shape,
It has a plurality of serrated protrusions 3b on opposing sides that fit between the opposing protrusions, and the support plate 3 is attached to the rubber band 4 while being located inside the frame 1. A simple waterproof expansion joint featuring: (2) The support frame 3a of the support plate 3 has a U-shaped cross section, and a plurality of through holes 3c into which the anchor bolts 5 are fitted are formed on the bottom side of the support frame 3a.
2. The simple waterproof expansion joint according to claim 1, wherein the bottom surface of the rubber band 4 is overlapped with both ends of the rubber band 4 in the width direction. (3) The support frame 3d of the support plate 3 has an L-shaped cross section, and a plurality of through holes 3c into which the anchor bolts 5 are inserted are formed in the portions of the support frame 3d parallel to the projections 3b. The simple waterproof expansion joint according to claim 1, wherein the portions in which the through holes 3c are formed are overlapped with both ends of the rubber band 4 in the width direction. (4) The rubber band 4 has through-holes 4a formed at both ends in the width direction with the same diameter and the same pitch as the through-holes 3c of the support frame 3d. Simple waterproof expansion joint described in Section 3.
JP14242482U 1982-09-20 1982-09-20 Simple waterproof expansion joint Granted JPS5947784U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14242482U JPS5947784U (en) 1982-09-20 1982-09-20 Simple waterproof expansion joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14242482U JPS5947784U (en) 1982-09-20 1982-09-20 Simple waterproof expansion joint

Publications (2)

Publication Number Publication Date
JPS5947784U JPS5947784U (en) 1984-03-29
JPS6145260Y2 true JPS6145260Y2 (en) 1986-12-19

Family

ID=30318241

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14242482U Granted JPS5947784U (en) 1982-09-20 1982-09-20 Simple waterproof expansion joint

Country Status (1)

Country Link
JP (1) JPS5947784U (en)

Also Published As

Publication number Publication date
JPS5947784U (en) 1984-03-29

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