JPH084094A - Flexible water stop board for joint of concrete structure - Google Patents

Flexible water stop board for joint of concrete structure

Info

Publication number
JPH084094A
JPH084094A JP12595194A JP12595194A JPH084094A JP H084094 A JPH084094 A JP H084094A JP 12595194 A JP12595194 A JP 12595194A JP 12595194 A JP12595194 A JP 12595194A JP H084094 A JPH084094 A JP H084094A
Authority
JP
Japan
Prior art keywords
water stop
blocking plate
plate body
water blocking
joint
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.)
Pending
Application number
JP12595194A
Other languages
Japanese (ja)
Inventor
Saburo Kawaguchi
三六生 川口
Tomoaki Mori
智朗 森
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yokohama Rubber Co Ltd
Original Assignee
Yokohama Rubber Co Ltd
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 Yokohama Rubber Co Ltd filed Critical Yokohama Rubber Co Ltd
Priority to JP12595194A priority Critical patent/JPH084094A/en
Publication of JPH084094A publication Critical patent/JPH084094A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To prevent the occurrence of a cracking, the separation of a joint part, and the like so as to improve the water stop performance and durability since stress concentration can be relaxed even if the stress is concentrated on a right-angled corner part by the own weight of a water stop board main body. CONSTITUTION:A water stop board main body 11 in the sectional form is constituted of a hollow center part 12 formed into approximately hexagonal cross section, and sheet-like embedded parts 13a, 13b formed continuously on both sides of the center part 12. This water stop board main body 11 is used with the angle part of the center part 12 placed on the inside and with the trapezoidal part placed on the outside, and a curved face part of circular arc shape with a radius of 10mm-30mm is formed at the angle part of the right-angled corner part of the water stop body 11 supposing the fitting construction time.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、排水路や用水路共同
溝等に埋設するコンクリート構造物の継目用可撓性止水
板に係わり、更に詳しくは方形状でかつエンドレス状に
形成された止水板本体の取付け時に、止水板本体のコー
ナ部内側に応力が集中するのを有効に防止させたコンク
リート構造物の継目用可撓性止水板に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a flexible water stop plate for a joint of a concrete structure buried in a drainage channel, a common channel for an irrigation channel, and the like, and more particularly to a stop formed in a rectangular shape and an endless shape. The present invention relates to a flexible water stop plate for a joint of a concrete structure, which effectively prevents stress from concentrating inside the corner portion of the water stop plate body when the water plate body is attached.

【0002】[0002]

【従来の技術】従来、排水路や用水路等に利用するボッ
クスカルバート(カルバートとは、道路の下に道路,水
路等の空間を得るために盛土或いは地盤内に設けられる
構造物を言う:社団法人 日本道路協会編)の継目用の
可撓性止水板としては、ゴム状弾性部材によりエンドレ
ス状に成形され、そしてボックスカルバートが主として
断面が中空方形状に形成されていることから、このボッ
クスカルバートの端面に埋設する止水板本体1も図5に
示すような直角コーナー部Rを有する構造となってい
た。
2. Description of the Related Art Conventionally, a box culvert used for a drainage channel, an irrigation channel, etc. (Culvert refers to a structure provided under a road or in a ground to obtain a space for a road, a channel, etc .: a corporation. As a flexible water stop plate for seams (edited by the Japan Road Association), the box culvert is molded endlessly with a rubber-like elastic member, and the box culvert is mainly formed in a hollow cross section. The water blocking plate body 1 embedded in the end face of the above has a structure having a right-angled corner portion R as shown in FIG.

【0003】上記のような止水板本体1の取付けは、図
5に示すように可撓性材料から成る止水板本体1の一辺
にワイヤー2等を結び、クレーン等により吊り下げた状
態で路面に掘削した暗渠3内に図6に示すように吊り降
ろす。そして、この止水板本体1の据え付けは、下方
(底部)にコンクリートGを打設するために、底部と側
壁の下方に鉄筋4aにより編み目状の配筋4を組み、こ
の配筋4を図6及び図7に示すように止水板本体1に設
けた取付け穴5を利用して組付け固定する。
As shown in FIG. 5, the water blocking plate body 1 is attached to the water blocking plate body 1 made of a flexible material by connecting a wire 2 or the like to one side of the water blocking plate body 1 and suspending it with a crane or the like. As shown in FIG. 6, it is suspended in the underdrain 3 excavated on the road surface. In order to place concrete G on the lower side (bottom part), the water blocking plate body 1 is installed by assembling a braided bar 4 with reinforcing bars 4a below the bottom and side walls, and the bar 4 is drawn. As shown in FIG. 6 and FIG. 7, the mounting holes 5 provided in the water blocking plate body 1 are used to assemble and fix.

【0004】その後、止水板本体1の下部の配筋4に高
さ約1mぐらいまでコンクリートGを1回打設する。そ
して、その後は上記と同様に下方から順次鉄筋4aによ
り編み目状の配筋4を組み、コンクリートGを打設し
て、図9に示すような止水板本体1の一辺を埋設したボ
ックスカルバート6を構築する。一方のボックスカルバ
ート6を構築が終了したら、このボックスカルバート6
と接続する他方のボックスカルバートの構築を、上記と
同様な順序で行うのであるが、相対向するボックスカル
バート6を同時に配筋4を組みながらコンクリートGを
打設することも可能である。
Then, concrete G is cast once to the reinforcing bar 4 at the bottom of the water blocking plate body 1 to a height of about 1 m. Then, after that, similarly to the above, the knitted bar arrangement 4 is sequentially assembled from the bottom by the reinforcing bars 4a, concrete G is placed, and one side of the water blocking plate body 1 as shown in FIG. To build. After building one box culvert 6,
The other box culvert to be connected to is constructed in the same order as described above, but it is also possible to pour concrete G while simultaneously constructing the bar culverts 6 facing each other and arranging the reinforcements 4.

【0005】[0005]

【発明が解決しようとする問題点】ところで、上記のよ
うな止水板本体1の取付け作業を行う場合、上述したよ
うにエンドレス状に成形された止水板本体1を吊り下げ
た状態で暗渠3内に吊り卸すために、止水板本体1の自
重Wによって直角コーナー部Rに引き裂き力等の応力δ
が集中し、クラック等が発生して止水性を損なうと言う
問題があった。
By the way, when the water blocking plate body 1 is mounted as described above, the underdrain is hung while the water blocking plate body 1 formed in the endless shape as described above is suspended. In order to hang it in the inside of 3, the stress δ such as a tearing force is applied to the right-angled corner portion R by its own weight W of the water blocking plate body 1.
However, there is a problem in that the water resistance is impaired by the occurrence of cracks and the like.

【0006】また、止水板本体1は帯状に形成されたも
のを所定の長さに切断してエンドレス状に加工するもの
であるが、止水板本体1の接合部を直角コーナー部Rに
設けた場合には、上記のように吊り卸す際にその自重W
によって接合部、即ち、直角コーナー部Rに応力δが集
中し、剥離等が生ずる要因となっていた。この発明は、
かかる従来の課題に着目して案出されたもので、止水板
本体の直角コーナー部の内側を円弧状の曲面部に形成し
て補強することによって、止水板本体の自重によって直
角コーナー部に応力が集中しても、応力集中を緩和する
ことが出来るので、クラック等のが発生や、接合部の剥
離等を未然に防止でき、止水性及び耐久性を向上させる
ことが出来るコンクリート構造物の継目用可撓性止水板
を提供することを目的とするものである。
Further, the water blocking plate main body 1 is formed by cutting a strip-shaped one into a predetermined length and processing it into an endless shape. If provided, its own weight W when suspended as described above
As a result, the stress δ concentrates on the joint portion, that is, the right-angled corner portion R, which causes peeling or the like. The present invention
It was devised in view of such a conventional problem.By forming the inside of the right-angled corner portion of the water blocking plate body into an arc-shaped curved surface portion to reinforce it, the right angled corner portion is formed by the weight of the water blocking plate body. Even if stress is concentrated on the concrete, the stress concentration can be relieved, so it is possible to prevent cracks, peeling of joints, etc., and to improve water resistance and durability. It is an object of the present invention to provide a flexible water stop plate for seams.

【0007】[0007]

【課題を解決するための手段】この発明は上記目的を達
成するため、中空断面方形状に形成されるコンクリート
ボックスの継目部に沿って埋設するエンドレス状の可撓
性止水板であって、前記止水板本体のコーナー部内側ま
たはT字部内側に、円弧状の曲面部を形成したことを要
旨とするものである。また、前記円弧状の曲面部は、半
径10mm〜30mmに形成するものである。
In order to achieve the above object, the present invention provides an endless flexible water stop plate which is embedded along a joint portion of a concrete box having a hollow cross section, The gist is that an arcuate curved surface portion is formed inside the corner portion or inside the T-shaped portion of the water blocking plate body. The arcuate curved surface portion is formed with a radius of 10 mm to 30 mm.

【0008】[0008]

【発明の作用】この発明は上記のように構成され、止水
板本体の直角コーナー部の内側を円弧状の曲面部に形成
して補強することによって、止水板本体を吊り下げた
時、止水板本体の自重によって直角コーナー部に引き裂
き力等の応力が集中するが、上記のように直角コーナー
部の内側を円弧状の曲面部に形成することで、引張力が
作用し、応力集中を緩和することが出来る。ゴム状弾性
部材の強度、即ち、引張力は、引き裂き力の約5倍の力
があるため、その分耐荷重性も向上し、止水板本体の耐
久性を向上させることが出来るものである。
The present invention is constructed as described above, and when the inside of the right-angled corner portion of the water blocking plate body is formed into a curved surface portion having an arc shape to reinforce it, when the water blocking plate body is suspended, Stress such as tearing force is concentrated on the right-angled corner due to the weight of the water blocking plate itself, but by forming the inside of the right-angled corner into an arc-shaped curved surface as described above, tensile force acts and stress concentration. Can be alleviated. Since the strength of the rubber-like elastic member, that is, the tensile force, is about 5 times as much as the tearing force, the load bearing property is improved by that amount, and the durability of the water blocking plate body can be improved. .

【0009】[0009]

【発明の実施例】以下、添付図面に基づき、この発明の
実施例を説明する。なお、従来例と同一構成要素は、同
一符号を付して説明は省略する。図1は、この発明を実
施した止水板本体11の正面図、図2は約20mm〜30
mmの間隙を隔てて相対向して配設されるボックスカルバ
ート6の継目部Zに埋設された止水板本体11の図1の
AーA矢視断面図を示し、前記止水板本体11は、ゴム
等のゴム状弾性部材により帯状に形成され、ボックスカ
ルバート6の端面の周長に対応させてエンドレス状に形
成されている。
Embodiments of the present invention will be described below with reference to the accompanying drawings. The same components as those in the conventional example are designated by the same reference numerals and the description thereof will be omitted. FIG. 1 is a front view of a water blocking plate body 11 embodying the present invention, and FIG. 2 is about 20 mm to 30 mm.
1 is a cross-sectional view taken along the line AA of FIG. 1 showing a water blocking plate main body 11 embedded in a seam portion Z of a box culvert 6 that is arranged to face each other with a gap of mm between the water blocking plate main body 11 Is formed in a band shape by a rubber-like elastic member such as rubber, and is formed in an endless shape corresponding to the circumferential length of the end surface of the box culvert 6.

【0010】この実施例における止水板本体11の断面
図形状としては、図3及び図4に示すように、断面略六
角形状に形成された中空状の中央部12と、その両側に
連続して形成されたシート状の埋設部13a,13bと
で構成され、前記中央部12の山形部分12aを内側と
し、台形部分12bを外側として使用し、止水板本体1
1の直角コーナー部Rの山形部分12aには、取付け施
工時を想定し、半径10mm〜30mmの円弧状の曲面部1
4(図1参照)が形成してある。
As shown in FIGS. 3 and 4, the cross-sectional shape of the water blocking plate body 11 in this embodiment is a hollow central portion 12 formed in a substantially hexagonal cross section and continuous on both sides thereof. Sheet-like buried portions 13a and 13b formed by the above, the mountain portion 12a of the central portion 12 is used as the inner side, and the trapezoidal portion 12b is used as the outer side.
In the mountain-shaped portion 12a of the right-angled corner portion 1 of FIG. 1, an arc-shaped curved surface portion 1 with a radius of 10 mm to 30 mm is presumed for installation.
4 (see FIG. 1) are formed.

【0011】なお、円弧状の曲面部14の半径は、止水
板本体11の取付け時に同時に施工するスライドバー4
bの位置を考慮して10mm〜30mmが好ましく、半径3
0mm以上になるとスライドバー4bと接触するので、こ
の数値以上は好ましくない。前記円弧状の曲面部14
は、止水板本体1の自重によって直角コーナー部Rに引
き裂き力等の応力δが集中しても、円弧状の曲面部14
には、引張力が作用するので、応力集中を緩和すること
が出来る。因みに、止水板本体1を構成するゴム状弾性
部材の強度、即ち、引張力は、引き裂き力の約5倍の力
があるため、その分耐荷重性も向上し、止水板本体1の
耐久性を向上させることが出来るものである。
The radius of the curved surface portion 14 having an arc shape is the same as that of the slide bar 4 which is constructed at the same time when the water blocking plate body 11 is attached.
Considering the position of b, 10 mm to 30 mm is preferable, and the radius is 3
If it is 0 mm or more, it comes into contact with the slide bar 4b. The arc-shaped curved surface portion 14
Even if the stress δ such as the tearing force is concentrated on the right-angled corner portion R due to the weight of the water blocking plate body 1, the arc-shaped curved surface portion 14
Since a tensile force acts on, stress concentration can be relaxed. By the way, since the strength of the rubber-like elastic member constituting the water blocking plate body 1, that is, the tensile force is about 5 times as much as the tearing force, the load bearing property is improved correspondingly, and the water blocking plate body 1 The durability can be improved.

【0012】また、前記シート状の埋設部13a,13
bには、剛性を高めるために、複数本(この実施例では
2本)のリブ15が長手方向に形成してあり、埋設部1
3a,13bの側縁部には、鉄筋4aに取付ける複数個
の取付け穴5が形成されている。なお、止水板本体11
の中央部12の断面図形状としては、図3及び図4に示
すように、断面略六角形状に形成するのが好ましいが、
この中央部12の大きさは、ボックスカルバート6相互
の変形量により決められる。
Further, the sheet-like embedded portions 13a, 13
A plurality of ribs 15 (two ribs in this embodiment) are formed in the longitudinal direction in b to increase the rigidity, and the embedded portion 1
A plurality of mounting holes 5 to be mounted on the reinforcing bar 4a are formed at the side edges of 3a and 13b. The water blocking plate body 11
As shown in FIGS. 3 and 4, it is preferable that the central portion 12 has a hexagonal cross section,
The size of the central portion 12 is determined by the amount of mutual deformation of the box culverts 6.

【0013】以上のように、この発明では、止水板本体
11の直角コーナー部Rの内側を円弧状の曲面部14に
形成して補強することによって、止水板本体11を吊り
下げた時、止水板本体11の自重によって直角コーナー
部Rに引き裂き力等の応力δが集中するが、上記のよう
に直角コーナー部Rの内側を円弧状の曲面部14に形成
することで、引張力が作用し、応力集中を緩和すること
が出来る。また、図2に示すように、止水板本体11を
ボックスカルバート6間に埋設して配設することによ
り、ボックスカルバート6が前後,左右にずれた場合で
も、水が漏れるようなことはない。
As described above, according to the present invention, when the water blocking plate body 11 is suspended by forming the inside of the right-angled corner portion R of the water blocking plate body 11 into the arc-shaped curved surface portion 14 for reinforcement. Although the stress δ such as the tearing force is concentrated on the right-angled corner portion R due to the weight of the water blocking plate body 11, the tensile force can be increased by forming the inside of the right-angled corner portion R into the arc-shaped curved surface portion 14 as described above. Acts to reduce stress concentration. Further, as shown in FIG. 2, by arranging the water blocking plate body 11 so as to be embedded between the box culverts 6, water will not leak even when the box culverts 6 are displaced back and forth and left and right. .

【0014】[0014]

【発明の効果】この発明は、上記のように中空断面方形
状に形成されるボックスカルバートの継目部に沿って埋
設するエンドレス状の可撓性止水板であって、前記止水
板本体のコーナー部内側またはT字部内側に、円弧状の
曲面部を形成したので、止水板本体の自重によって直角
コーナー部に応力が集中しても、応力集中を緩和するこ
とが出来るので、クラック等のが発生や、接合部の剥離
等を未然に防止でき、止水性及び耐久性を向上させるこ
とが出来る効果がある。
As described above, the present invention is an endless flexible water stop plate which is embedded along the seam of a box culvert having a hollow cross-section rectangular shape as described above. Since an arcuate curved surface is formed inside the corner or inside the T-shaped part, even if stress concentrates on the right-angled corner due to the weight of the water blocking plate body, stress concentration can be relieved, so cracks, etc. There is an effect that it is possible to prevent the occurrence of cracks and peeling of the bonded portion, and to improve the waterproofness and the durability.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明を実施した止水板本体の正面図であ
る。
FIG. 1 is a front view of a water blocking plate body embodying the present invention.

【図2】ボックスカルバートの継目部に埋設された止水
板本体の図1に於けるAーA矢視断面図である。
FIG. 2 is a cross-sectional view taken along the line AA in FIG. 1 of the water blocking plate main body embedded in the joint portion of the box culvert.

【図3】この発明を実施した止水板本体の一部断面図で
ある。
FIG. 3 is a partial cross-sectional view of a water blocking plate body embodying the present invention.

【図4】この発明の変形例を示す止水板本体の一部断面
図である。
FIG. 4 is a partial cross-sectional view of a water blocking plate body showing a modified example of the present invention.

【図5】従来の止水板本体を吊り下げた状態を示す説明
図である。
FIG. 5 is an explanatory view showing a state in which a conventional water blocking plate body is suspended.

【図6】従来の止水板本体を暗渠内に設置した場合の説
明図である。
FIG. 6 is an explanatory diagram of a case where a conventional water blocking plate body is installed in an underdrain.

【図7】図6のX部の拡大斜視図である。7 is an enlarged perspective view of a portion X in FIG.

【図8】暗渠内に止水板本体を設置し、配筋してコンク
リートを一部に打設した状態を示す説明図である。
FIG. 8 is an explanatory view showing a state in which the water blocking plate body is installed in the underdrain, and the reinforcing bars are arranged and concrete is partially placed.

【図9】コンクリートを一部に打設したボックスカルバ
ートを構築した状態を示す説明図である。
FIG. 9 is an explanatory diagram showing a state in which a box culvert in which concrete is partially cast is constructed.

【符号の説明】[Explanation of symbols]

4a 鉄筋 4a スライドバー 6 ボックスカルバート 11 止水板本体 12 中央部 12a 山形部 13a,13b 埋設部 14 曲面部 R 直角コーナー部 δ 応力 4a Reinforcing bar 4a Slide bar 6 Box culvert 11 Water stop plate body 12 Central part 12a Mountain part 13a, 13b Embedded part 14 Curved part R Right angle corner part δ Stress

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 中空断面方形状に形成されるボックスカ
ルバートの継目部に沿って埋設するエンドレス状の可撓
性止水板であって、前記止水板本体のコーナー部内側ま
たはT字部内側に、円弧状の曲面部を形成したことを特
徴とするコンクリート構造物の継目用可撓性止水板。
1. An endless flexible water stop plate which is embedded along a joint of a box culvert having a hollow cross section and has a corner inner side or a T-shaped part inner side of the water stop plate main body. A flexible water stop plate for a joint of a concrete structure, characterized in that an arcuate curved surface portion is formed on the.
【請求項2】 前記円弧状の曲面部を、半径10mm〜3
0mmに形成した請求項1に記載のコンクリート構造物の
継目用可撓性止水板。
2. A radius of 10 mm to 3 in the arcuate curved surface portion.
The flexible water stop plate for a joint of a concrete structure according to claim 1, which is formed to have a thickness of 0 mm.
JP12595194A 1994-06-08 1994-06-08 Flexible water stop board for joint of concrete structure Pending JPH084094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12595194A JPH084094A (en) 1994-06-08 1994-06-08 Flexible water stop board for joint of concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12595194A JPH084094A (en) 1994-06-08 1994-06-08 Flexible water stop board for joint of concrete structure

Publications (1)

Publication Number Publication Date
JPH084094A true JPH084094A (en) 1996-01-09

Family

ID=14923013

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12595194A Pending JPH084094A (en) 1994-06-08 1994-06-08 Flexible water stop board for joint of concrete structure

Country Status (1)

Country Link
JP (1) JPH084094A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200311A (en) * 2005-01-24 2006-08-03 Sumitomo Rubber Ind Ltd Joint structure of buried structure and flexible joint used therefor
JP2008038505A (en) * 2006-08-08 2008-02-21 Bridgestone Corp Method of attaching flexible joint
KR200449311Y1 (en) * 2008-01-10 2010-06-30 박정규 Clamp unit for precast concrete product

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200311A (en) * 2005-01-24 2006-08-03 Sumitomo Rubber Ind Ltd Joint structure of buried structure and flexible joint used therefor
JP2008038505A (en) * 2006-08-08 2008-02-21 Bridgestone Corp Method of attaching flexible joint
KR200449311Y1 (en) * 2008-01-10 2010-06-30 박정규 Clamp unit for precast concrete product

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