JP2006022553A - Slip-out preventing structure for insert rubber ring - Google Patents

Slip-out preventing structure for insert rubber ring Download PDF

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JP2006022553A
JP2006022553A JP2004201440A JP2004201440A JP2006022553A JP 2006022553 A JP2006022553 A JP 2006022553A JP 2004201440 A JP2004201440 A JP 2004201440A JP 2004201440 A JP2004201440 A JP 2004201440A JP 2006022553 A JP2006022553 A JP 2006022553A
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rubber ring
insert
base
concrete
preventing
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Kiyotake Omori
清武 大森
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Nippon Zenith Pipe Co Ltd
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Nippon Zenith Pipe Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rubber ring prevented from slipping out by reinforcing a mounting structure of the rubber ring inserted and circumferentially fitted simultaneously with the manufacture of a culvert. <P>SOLUTION: In the rubber ring 2 inserted and circumferentially fitted to expose a main part to the male end outer surface or a female end inner surface of a concrete culvert 1, an inserted and circumferentially fitted base part which bites into a concrete layer is formed into thick lump shape sized to be almost the same as or larger than the main part, and when pressed into a fitting clearance in the concrete culvert 1, the inserted and circumferentially fitted base part is moved upward from the front edge by the backward falling pressure of a pleated part in the outer half of the main part and prevented from slipping out of the concrete layer. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

この発明はインサートゴム輪の抜け出し防止構造、詳しくはコンクリートカルバートの雄端の外面または雌端の内面に主部を表出するようにしてインサート周着するゴム輪において、コンクリートカルバート間の嵌合間隙内に圧入する際に主部の外半のひだ部分の後倒圧によりインサート周着基部が上動して抜け出すことを防止するようにした構造に関する。   The present invention relates to a structure for preventing an insert rubber ring from slipping out, and more specifically, in a rubber ring that is inserted around the insert so that the main part is exposed on the outer surface of the male end or the inner surface of the female end of the concrete culvert. The present invention relates to a structure in which the insert peripheral base is prevented from moving up and coming out due to the reverse pressure of the outer half of the main portion when it is press-fitted inside.

従来は、図13(a)に示すようにコンクリートカルバート1の雄端1aの外面に浅溝1dを周設して、ゴム輪2を後から嵌め周着するか、薄いゴム台座をインサート取付けして、該ゴム台座の表面にゴム輪を接着してきた(特開2004−60295号参照)。
特開2004−60295号参照
Conventionally, as shown in FIG. 13 (a), a shallow groove 1d is provided around the outer surface of the male end 1a of the concrete culvert 1, and the rubber ring 2 is fitted later on, or a thin rubber pedestal is inserted. A rubber ring has been bonded to the surface of the rubber pedestal (see Japanese Patent Application Laid-Open No. 2004-60295).
See JP 2004-60295 A

しかしながら、コンクリートカルバートの接続にあたって雌雄端の嵌合間隙内に圧入する際に、図13(b)に示すようにゴム輪2の外半のひだ部分2eが後倒する後倒圧の反力によってゴム輪2の前端から剥がれ浮いてずれ動き,捻れ,裂断等が生じて水漏れを生ずるという課題がある。   However, when the concrete culvert is connected, when it is press-fitted into the fitting gap between the male and female ends, as shown in FIG. There is a problem that the rubber ring 2 is peeled off from the front end, floats and moves, twists, tears, and the like, causing water leakage.

本発明は、ゴム輪のコンクリート層内に喰い込むインサート周着基部を外半の主部とほぼ同形の大きさまたは主部より若干大きく部厚団塊形にて形成し、さらに該基部の前後端に周辺のコンクリートと相互に噛合詰めする凹凸部または前後2個の段落底を設け、または一定の間隔を置いて抜け出し防止用のステープルを横断嵌付けして、コンクリートカルバートの接続に際して雌雄端間の嵌合間隙内に該ゴム輪を圧入する際に主部外半のひだ部分の後倒圧によりインサート基部が前端から上動し浮き離れてコンクリート層内より抜け出すことを防止するようにして、かかる課題を解決したのである。   In the present invention, the insert peripheral base that bites into the concrete layer of the rubber ring is formed in the shape of a thick nodule that is almost the same size as or slightly larger than the main part of the outer half, and the front and rear ends of the base part Protrusions with two or more front and rear paragraphs are provided on the front and back of the surrounding concrete, or staples for preventing pull-out are placed at regular intervals to connect the concrete culvert between the male and female ends. When the rubber ring is press-fitted into the fitting gap, the insert base portion moves upward from the front end due to the reverse pressure of the pleat portion of the outer half of the main portion, and is lifted away to prevent it from coming out of the concrete layer. The problem has been solved.

本発明は以上のようにして、ゴム輪のインサート周着基部を主部とほぼ同形またはそれ以上の大きさの部厚団塊形にて形成したので、コンクリートカルバート間の嵌合間隙内にゴム輪を圧入する際に主部の外半のひだ部分に大きな後倒圧が加わるにかかわらず、インサート周着基部の剥がれ浮きによる抜け出しが確実に防止されるという効果を生ずる。   In the present invention, the insert ring base portion of the rubber ring is formed as a part thick nodule having a shape substantially the same as or larger than the main part as described above, so that the rubber ring is inserted in the fitting gap between the concrete culverts. Even when a large rear pressure is applied to the outer half pleat portion of the main portion when press-fitting, there is an effect that the insert peripheral base is prevented from coming off due to peeling and floating.

ゴム輪のインサート周着基部の前端または前後端に周辺のコンクリートを噛合詰めする横倒置形のV形切込み溝、前出の突出部、段落底などを設け、または基部に一定の間隔を置いて抜け出し防止用のステープルを横断嵌付けして、或は基部の前側に無端ワイヤーを挿入し、または断続したワイヤーを挿入して該ワイヤーの前面に金属つば板の底端側を前出するようにしたので、インサート周着基部の抜け出し防止をさらに強化することができるという効果を生ずる。   The front end or front and rear ends of the rubber ring insert circumferential base is provided with a laterally inverted V-shaped cut groove that engages with the surrounding concrete, the above-mentioned protrusion, the bottom of the paragraph, etc., or at a certain interval in the base. Insert the endless wire into the front side of the base or insert the endless wire in the front side of the base, or insert the interrupted wire so that the bottom end side of the metal collar plate is brought forward in front of the wire. As a result, it is possible to further enhance the prevention of the insert peripheral base from coming off.

本発明は、コンクリートカルバートの雄端の外面または雌端の内面に主部を表出するようにしてインサート周着するゴム輪において、該ゴム輪のインサート周着基部を主部と同形またはそれ以上の大きさの部厚団塊形とし、さらに該基部の前後端に周辺のコンクリートと噛合する凹凸部を設け、一定の間隔を置いてステンレスのステープルを嵌付けて、該ゴム輪をコンクリートカルバート間の嵌合間隙内に圧入する際の主部の外半のひだ部分に後倒圧による基部の抜け出しを防止するようにしたのである。   The present invention relates to a rubber ring that is inserted around the outer surface of the male end or the inner surface of the female end of a concrete culvert so that the main part is exposed, and the insert peripheral base of the rubber ring is the same shape or more than the main part. In addition, the base portion is provided with uneven portions that mesh with the surrounding concrete at the front and rear ends of the base portion, stainless steel staples are fitted at regular intervals, and the rubber ring is placed between the concrete culverts. The base portion is prevented from being pulled out by the back pressure at the outer half of the main portion when it is press-fitted into the fitting gap.

図1はコンクリートカルバート1の成形と同時に該カルバート1の雄端1aの外面に主部2bを表出させてゴム輪2をインサート周着した状態を示している。該インサート周着基部2aは主部2bとほぼ同形または若干大きい部厚団塊形状にして、しかも前後両端の中間に横倒置V形の切込み溝2c,2dを設けて周辺のコンクリートを噛合詰めさせている。従って図2(a)(b)に示すようにコンクリートカルバート1の雌端1bと雄端1a間の嵌合間隙1c内にゴム輪2を圧入介在させるに当って主部2bの外半のひだ部分2eが後倒して基部2aに抜け出し圧が加わるも、該基部2aは主部2bと同程度以上に大きい部厚団塊形状ということと、V形の切込み溝2c,2dによるコンクリートの噛合詰めにて、変形が防止されることにより、その抜け出しは確実に防止されて、図2(b)に示すように所定の圧入状態にて介在し続けて水封止することととなる。   FIG. 1 shows a state in which the main portion 2b is exposed on the outer surface of the male end 1a of the culvert 1 and the rubber ring 2 is inserted around the insert simultaneously with the molding of the concrete culvert 1. The insert peripheral base 2a is substantially the same as or slightly larger than the main part 2b, and is provided with side-inverted V-shaped cut grooves 2c and 2d in the middle of the front and rear ends so that the surrounding concrete is engaged. Yes. Accordingly, as shown in FIGS. 2 (a) and 2 (b), when the rubber ring 2 is press-fitted into the fitting gap 1c between the female end 1b and the male end 1a of the concrete culvert 1, the outer half of the main portion 2b is folded. Although the portion 2e is moved backward and pressure is applied to the base portion 2a, the base portion 2a has a thicker nodule shape that is at least as large as the main portion 2b, and the concrete is packed by the V-shaped cut grooves 2c and 2d. By preventing the deformation, the slipping out is surely prevented, and the water sealing is continued in a predetermined press-fitted state as shown in FIG. 2 (b).

図3,図4は、基部2aに一定の間隔を置いて抜け出し防止用のステンレスステープル3を横断嵌付けしたものである。コンクリートによるステンレスステープル3の強固な担持力と、ステープル3の嵌付けによって基部2aの変形がさらに防止されることにより抜け出し防止力を一層向上することができるものとなる。   3 and 4 show the stainless steel staples 3 for cross-fitting to the base portion 2a with a certain distance therebetween for preventing slipping out. By further preventing the deformation of the base portion 2a by the strong holding force of the stainless steel staple 3 by the concrete and the fitting of the staple 3, it is possible to further improve the pull-out prevention force.

図5はインサート周着基部2aの他の形成例を示すもので、(a)は基部2aの前端側にのみ倒置V形の切込み溝2cを設けたもの、(b)は基部2aの前後端側に小さな倒置V形の切込み溝2c,2dを複数列設けた例を示すものである。   FIG. 5 shows another example of formation of the insert peripheral base 2a. (A) shows an inverted V-shaped cut groove 2c provided only on the front end side of the base 2a. (B) shows the front and rear ends of the base 2a. This shows an example in which a plurality of rows of small inverted V-shaped cut grooves 2c and 2d are provided on the side.

図6はまた別の形成例を示し、(a)(b)は基部2aの前端側を深く長大にして変形を防止するとともにコンクリートとの間の摩擦を大きくして剥がれ浮きを防止するようにしたものである。   FIG. 6 shows another example of formation, and (a) and (b) prevent the deformation by making the front end side of the base portion 2a deep and long to prevent deformation and increase the friction with the concrete to prevent peeling and lifting. It is a thing.

図7はさらに別の形成例で、(a)は底部前端に前出の突出部2fを設けて突出部2f上のコンクリートとの間で噛合詰めさせたもの、(b)は基部2aの前後端下に段落底2g,2hを設けた例を示している。   7A and 7B show another example of formation, in which FIG. 7A is a view in which the protruding portion 2f described above is provided at the front end of the bottom and meshed with the concrete on the protruding portion 2f, and FIG. The example which provided the paragraph bottoms 2g and 2h in the lower end is shown.

図8(a)乃至(d)は一定の間隔を置いたステンレスステープル3を横断嵌付けしたその他各種形状のゴム輪2の例を示すものである。   FIGS. 8A to 8D show examples of rubber rings 2 of various other shapes in which stainless staples 3 spaced apart from each other are transversely fitted.

図9は、ゴム輪の基部2aの前端内に無端ワイヤー4を貫通させた例を示すもので、ワイヤー4の抑止力によってゴム輪の基部2aの浮き剥がり上動が防止されるものである。無端ワイヤー4はゴム輪2の成形時に一体に内挿するものであるが、図10(a)(b)に示すように、ゴム輪2の上面より有底の切込み溝5を設けておいて、該溝5内に後から無端ワイヤー4を嵌付けるようにしてもよい。   FIG. 9 shows an example in which an endless wire 4 is passed through the front end of the base 2a of the rubber ring, and the restraining force of the wire 4 prevents the rubber ring base 2a from floating and moving upward. . The endless wire 4 is integrally inserted when the rubber ring 2 is molded. As shown in FIGS. 10 (a) and 10 (b), a cut groove 5 having a bottom from the upper surface of the rubber ring 2 is provided. The endless wire 4 may be fitted into the groove 5 later.

図11は無端ワイヤー4の挿入にかえて、断続したワイヤー4aと該ワイヤー4aの前側に多数枚に分割した金属つば板6を並列縦入れして、主部2bの外半ひだ2eに後倒圧が加わった時にワイヤー4を中心に金属つば板6の底端側を前出させて基部2aを強くコンクリート溝の内面に押付けるようにして抜け出しを防止するようにした例を示すものである。   In FIG. 11, instead of inserting the endless wire 4, an interrupted wire 4 a and a metal collar plate 6 divided into a large number of sheets are placed in parallel in the front side of the wire 4 a, and then moved back to the outer half fold 2 e of the main part 2 b. An example is shown in which when the pressure is applied, the bottom end side of the metal collar plate 6 is moved forward with the wire 4 at the center, and the base portion 2a is strongly pressed against the inner surface of the concrete groove to prevent slipping out. .

図12はゴム輪2をコンクリートカルバート1の雌端1bの内面にインサート周着した例を示すもので、その作用は雄端の外面に周着したときと同じである。   FIG. 12 shows an example in which the rubber ring 2 is inserted around the inner surface of the female end 1b of the concrete culvert 1, and the operation is the same as that when the rubber ring 2 is attached to the outer surface of the male end.

本発明はコンクリート製の円形カルバート,ボックスカルバート,アーチ形カルバートなどの用途に広く利用することができ、ゴム輪のインサート取付けによる製造の効率性を活かしながら、カルバート間の嵌合間隙内に圧入する際のゴム輪の抜け出し,変形を確実に防止して安定した水封止を期待することができるものとなる。   INDUSTRIAL APPLICABILITY The present invention can be widely used for concrete circular culverts, box culverts, arched culverts, etc., and press fits into the fitting gaps between the culverts while taking advantage of the manufacturing efficiency of rubber ring insert mounting. It is possible to expect stable water sealing by reliably preventing the rubber ring from coming off and deforming.

インサートゴム輪をコンクリートカルバートの雄端の外面にインサート周着した第1実施例を示す部分断面図Partial sectional view showing a first embodiment in which an insert rubber ring is inserted around the outer surface of the male end of a concrete culvert. 同、(a)(b)はコンクリートカルバート間の嵌合間隙内に圧入する状態を示す断面図(A) (b) is sectional drawing which shows the state press-fitted in the fitting gap between concrete culverts ゴム輪の基部にステンレスステープルを一定の間隔を置いて横断嵌付けした例を示す断面図Sectional drawing showing an example in which stainless steel staples are cross-fitted at regular intervals to the base of a rubber ring 同、ゴム輪の部分斜視図Same perspective view of rubber ring ゴム輪の基部の他の形成例を示す部分断面図Partial sectional view showing another example of forming the base of the rubber ring ゴム輪の基部の他の形成例を示す部分断面図Partial sectional view showing another example of forming the base of the rubber ring はゴム輪の基部の他の形成例を示す部分断面図FIG. 4 is a partial sectional view showing another example of forming the base of the rubber ring. ステンレスステープルを横断嵌付けした他の例を示す部分断面図Partial sectional view showing another example of cross-fitting stainless steel staples ゴム輪の基部の前端側に無端ワイヤーを挿入して設けた例を示す部分断面図Partial sectional view showing an example in which an endless wire is inserted and provided on the front end side of the base of the rubber ring (a)(b)は無端ワイヤーを有底の切込み溝内に嵌付けるようにした例を示す部分断面図(A) (b) is a partial sectional view showing an example in which an endless wire is fitted in a bottomed cut groove 断続したワイヤーと金属つば板をゴム輪の基部内に設けた例で、(b)は圧入の際の金属つば板の作用を示す説明図In the example where the intermittent wire and the metal collar plate are provided in the base of the rubber ring, (b) is an explanatory view showing the action of the metal collar plate during press-fitting. カルバートの雌端の内面にゴム輪をインサート周着した例を示す部分断面図Partial sectional view showing an example in which a rubber ring is inserted around the inner surface of the female end of the culvert 従来例図Conventional example

符号の説明Explanation of symbols

1はコンクリートカルバート
1aは雄端
1bは雌端
1cは嵌合間隙
1dは浅溝
2はゴム輪
2aは基部
2c,2dは倒置V形の切込み溝
2eは外半のひだ部分
2fは突出部
2g,2fは段落底
3はステンレスステープル
4は無端ワイヤー
4aは断続したワイヤー
5は切込み溝
6は金属つば板
1 is a concrete culvert 1a is a male end 1b is a female end 1c is a fitting gap 1d is a shallow groove 2 is a rubber ring 2a is a base 2c, 2d is an inverted V-shaped cut groove 2e is an outer half fold 2f is a protrusion 2g , 2f is a paragraph bottom 3 is a stainless steel staple 4 is an endless wire 4a is an intermittent wire 5 is a cut groove 6 is a metal collar plate

Claims (8)

コンクリートカルバートの雄端外面または雌端内面に主部を表出するようにしてインサート周着するゴム輪において、該ゴム輪のコンクリート層内に喰い込むインサート周着基部を主部とほぼ同じ大きさまたは主部以上の大きさの部厚団塊形とし、該ゴム輪をコンクリートカルバート間の嵌合間隙内に圧入する際に主部の外半のひだ部分の後倒圧によりインサート周着基部が前端から上動してコンクリート層内より抜け出すことを防止するようにしたことを特徴とするインサートゴム輪の抜け出し防止構造。   In a rubber ring that surrounds the insert so that the main part is exposed on the male end outer surface or female end inner surface of the concrete culvert, the insert peripheral base that bites into the concrete layer of the rubber ring is approximately the same size as the main part. Alternatively, when the rubber ring is press-fitted into the fitting gap between the concrete culverts, the insert peripheral base is at the front end due to the reverse pressure of the outer half of the fold when the rubber ring is pressed into the fitting gap between the concrete culverts. A structure for preventing the rubber ring from slipping out, which prevents the slipping out of the concrete layer by moving up from the inside. インサート基部の前端または前後端に周辺のコンクリートと相互に噛合詰めする凹凸の噛合部を設けた請求項1に記載のインサートゴム輪の抜け出し防止構造。   2. The structure for preventing an insert rubber ring from slipping out according to claim 1, wherein an uneven meshing portion that meshes with surrounding concrete is provided at the front end or the front and rear ends of the insert base portion. ゴム輪の基部は前端側を後端側より長くしてインサートする請求項1に記載のインサートゴム輪の抜け出し防止構造。   2. The structure for preventing an insert rubber ring from slipping out according to claim 1, wherein the base part of the rubber ring is inserted with the front end side longer than the rear end side. ゴム輪のインサート周着基部の底面に前後2個にて段落底を設ける請求項1に記載のインサートゴム輪の抜け出し防止構造。   2. The structure for preventing an insert rubber ring from slipping out according to claim 1, wherein two bottoms are provided at the front and back of the bottom surface of the insert peripheral base of the rubber ring. ゴム輪のインサート周着基部に一定の間隔を置いて抜け出し防止用のステープルを横断嵌付けする請求項1乃至4のいずれかに記載のインサートゴム輪の抜出し防止構造。   The structure for preventing withdrawal of an insert rubber ring according to any one of claims 1 to 4, wherein staples for preventing withdrawal are transversely fitted at a predetermined interval to an insert circumferential attachment base portion of the rubber ring. ゴム輪のインサート周着基部内の前部に無端ワイヤーを貫通させるインサートゴム輪の抜け出し防止構造。   Insert rubber ring pull-out prevention structure that allows an endless wire to penetrate the front part of the rubber ring insert base. ゴム輪のインサート周着基部の前側に上面より有底の切込み溝を設けて、無端ワイヤーを嵌付け締めする請求項6記載のインサートゴム輪の変形による抜け出し防止構造。   7. The structure according to claim 6, wherein a cut groove having a bottom from the upper surface is provided on the front side of the insert peripheral base of the rubber ring, and the endless wire is fitted and tightened. ゴム輪のインサート周着基部内の前部に断続したワイヤーを挿着し、該ワイヤーの前に多数枚に分割した金属つば板を縦入れ、該金属つば板の底端側を主部の外半ひだの後倒圧により前記の各ワイヤーを中心に前出させて該基部の抜け出しを防止するインサートゴム輪の抜け出し防止構造。   Insert an interrupted wire into the front part of the rubber ring insert base, insert a metal collar plate divided into multiple pieces in front of the wire, and place the bottom end of the metal collar plate outside the main part. A structure for preventing the insert rubber ring from slipping out by preventing the base from coming out by causing the wires to move forward in the center by the reverse pressure of the half pleats.
JP2004201440A 2004-07-08 2004-07-08 Slip-out preventing structure for insert rubber ring Pending JP2006022553A (en)

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Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090217U (en) * 1973-12-18 1975-07-30
JPS5598881U (en) * 1974-04-05 1980-07-09
JPS57136088U (en) * 1981-02-20 1982-08-25
JPS6069885U (en) * 1983-10-18 1985-05-17 中川ヒユーム管工業株式会社 Concrete pipe connection structure
JPH022791Y2 (en) * 1982-03-31 1990-01-23
JPH0258075U (en) * 1988-10-21 1990-04-26
JPH0396653U (en) * 1990-01-25 1991-10-03
JPH0439342Y2 (en) * 1989-09-07 1992-09-14
JPH05187584A (en) * 1991-03-01 1993-07-27 Forsheda Ab Pipe joining section
JPH08169008A (en) * 1994-08-09 1996-07-02 Forsheda Ab Seal ring device
JP2002147656A (en) * 2000-11-08 2002-05-22 Teihyu Corp Hume concrete pipe and method of manufacturing the same
JP2003247677A (en) * 2002-02-22 2003-09-05 Nippon Zenith Pipe Co Ltd Earthquake-proof joint for vibration compaction pipe such as concrete culvert
JP2004060295A (en) * 2002-07-30 2004-02-26 Nippon Zenith Pipe Co Ltd Rubber ring fitting structure in culvert
JP2004286174A (en) * 2003-03-25 2004-10-14 Nippon Zenith Pipe Co Ltd Fixing structure of hooped rubber on pipe connection such as box culvert
JP2005054883A (en) * 2003-08-04 2005-03-03 Nippon Zenith Pipe Co Ltd Rubber ring joint

Patent Citations (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090217U (en) * 1973-12-18 1975-07-30
JPS5598881U (en) * 1974-04-05 1980-07-09
JPS57136088U (en) * 1981-02-20 1982-08-25
JPH022791Y2 (en) * 1982-03-31 1990-01-23
JPS6069885U (en) * 1983-10-18 1985-05-17 中川ヒユーム管工業株式会社 Concrete pipe connection structure
JPH0258075U (en) * 1988-10-21 1990-04-26
JPH0439342Y2 (en) * 1989-09-07 1992-09-14
JPH0396653U (en) * 1990-01-25 1991-10-03
JPH05187584A (en) * 1991-03-01 1993-07-27 Forsheda Ab Pipe joining section
JPH08169008A (en) * 1994-08-09 1996-07-02 Forsheda Ab Seal ring device
JP2002147656A (en) * 2000-11-08 2002-05-22 Teihyu Corp Hume concrete pipe and method of manufacturing the same
JP2003247677A (en) * 2002-02-22 2003-09-05 Nippon Zenith Pipe Co Ltd Earthquake-proof joint for vibration compaction pipe such as concrete culvert
JP2004060295A (en) * 2002-07-30 2004-02-26 Nippon Zenith Pipe Co Ltd Rubber ring fitting structure in culvert
JP2004286174A (en) * 2003-03-25 2004-10-14 Nippon Zenith Pipe Co Ltd Fixing structure of hooped rubber on pipe connection such as box culvert
JP2005054883A (en) * 2003-08-04 2005-03-03 Nippon Zenith Pipe Co Ltd Rubber ring joint

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