JP2003328454A - Joint cut-off coupling of concrete structure - Google Patents

Joint cut-off coupling of concrete structure

Info

Publication number
JP2003328454A
JP2003328454A JP2002142473A JP2002142473A JP2003328454A JP 2003328454 A JP2003328454 A JP 2003328454A JP 2002142473 A JP2002142473 A JP 2002142473A JP 2002142473 A JP2002142473 A JP 2002142473A JP 2003328454 A JP2003328454 A JP 2003328454A
Authority
JP
Japan
Prior art keywords
joint
flexible
cut
intersection
shaped
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.)
Granted
Application number
JP2002142473A
Other languages
Japanese (ja)
Other versions
JP3670621B2 (en
Inventor
Kimihiko Sasaki
公彦 佐々木
Osamu Hasegawa
修 長谷川
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.)
Seibu Polymer Corp
Original Assignee
Seibu Polymer Corp
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 Seibu Polymer Corp filed Critical Seibu Polymer Corp
Priority to JP2002142473A priority Critical patent/JP3670621B2/en
Publication of JP2003328454A publication Critical patent/JP2003328454A/en
Application granted granted Critical
Publication of JP3670621B2 publication Critical patent/JP3670621B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a joint cut-off coupling for a concrete structure capable of keeping cut-off by expandably deforming while sufficiently following the joint even if a cruciform or a T-shaped joint opens in either direction and capable of being manufactured regardless of the thickness of a flexible cut-off member and easily restoring from an elongated state to an original state. <P>SOLUTION: The flexible cut-off member has an expandable part (4) with an arcuate section and fixing parts (5) at the both ends. A first linearly stretching flexible cut-off member (2) and a second flexible cut-off member (3) stretching so as to intersect the first cut-off member are integrally formed. The flexible cut-off member is arranged so as to cover the joints between a plurality of concrete structures (6, 7, 8, 9) of which the expansible parts adjoin to each other and the fixing parts are fixed to respective concrete structures. An inclined part (17) allowing the expandable part in the intersection (16) of the first flexible cut-off member and the second flexible cut-off member to expand or contract following the deformation between the adjacent concrete structures is formed as an expanding contracting part (4) in the intersection (16). <P>COPYRIGHT: (C)2004,JPO

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、配水池の床板等の
コンクリート構造物の十字状またはT字状目地止水継手
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a cross-shaped or T-shaped joint water stop joint for a concrete structure such as a floor plate of a distribution reservoir.

【0002】[0002]

【従来の技術】配水池の床板等のコンクリート構造物の
十字状の目地止水継手として、図12に示すように、横
断面形状がV字形(またはU字形)断面の可撓止水部材
を使用する継手がある。この継手の可撓止水部材aは、
十字状に一体成形された伸縮部bと、その両側の平坦な
固定部cからなり、この可撓止水部材aを隣接する4つ
のコンコリート構造物間の目地eを覆うようにして配置
し、固定部cをアンカーfで各コンクリート構造物に固
定してなるものである。
2. Description of the Related Art As a cross-shaped joint water stop joint for a concrete structure such as a floor plate of a distribution reservoir, a flexible water stop member having a V-shaped (or U-shaped) cross section is used as shown in FIG. There are fittings to use. The flexible water blocking member a of this joint is
An elastic portion b integrally formed in a cross shape and flat fixing portions c on both sides thereof are arranged, and the flexible water blocking member a is arranged so as to cover the joint e between the four adjacent concord structures, The fixing part c is fixed to each concrete structure with an anchor f.

【0003】[0003]

【発明が解決しようとする課題】上記V字形(またはU
字形)断面の十字状の可撓止水部材を使用する継手は、
目地が地震等のためX方向またはY方向に開いた場合
に、交差部d以外の部分ではV字形断面の伸縮部bが拡
開することによって目地の変位に追随して伸びることが
できるが、交差部dにおいては、部材の断面形状は、横
断面形状がV字形(またはU字形)ではなく直線状であ
るので、この部分の材料の許容伸び率の範囲内でしか伸
びることができず、目地の大きな開きに追随することが
できないという問題点がある。
The above V-shape (or U)
A joint that uses a cross-shaped flexible waterproof member with a
When the joint is opened in the X direction or the Y direction due to an earthquake or the like, the stretchable portion b of the V-shaped cross section can be expanded and expanded in accordance with the displacement of the joint in the portion other than the intersection d. At the intersecting portion d, the cross-sectional shape of the member is not a V-shaped (or U-shaped) cross-sectional shape but a linear shape, so that the material can only grow within the allowable elongation rate of the material at this portion, There is a problem that it is not possible to follow the wide opening of the joint.

【0004】この問題を解決するために、本出願人は、
先に、特開2001−20393号公報に示される目地
止水継手を提案した。この継手によれば、可撓止水部材
は、第1のシート部分とその側縁部の一部から十字状ま
たはT字状に延在する第2のシート部分を備え、第1の
シート部分は第1の折畳み部の折目と交差する方向の折
目に沿って第2のシート部分の折畳み部と同一の断面形
状に折畳まれた第2の折畳み部を有し、この第2の折畳
み部は第2のシート部分の折畳み部に連続するようにし
て一体的に接続されているので、十字状またはT字状の
目地がいずれの方向に開いても可撓止水部材はこの目地
の開きに追随して展開することができ、止水を維持する
ことができる。
To solve this problem, the applicant has
Previously, the joint water stop joint shown in JP 2001-20393 A was proposed. According to this joint, the flexible water blocking member includes the first seat portion and the second seat portion extending in a cross shape or a T shape from a part of the side edge portion thereof. Has a second fold that is folded along the fold in a direction intersecting the fold of the first fold to have the same cross-sectional shape as the fold of the second sheet portion. Since the folded portion is integrally connected to the folded portion of the second sheet portion so as to be continuous with the folded portion, the flexible water blocking member will have this joint regardless of the direction in which the cross-shaped or T-shaped joint is opened. It can be deployed following the opening of the water and can maintain the water stop.

【0005】この止水継手は、可撓止水部材の厚みが比
較的に薄い場合は容易に製造することができるが、可撓
止水部材の厚みが大きくなると製造が困難となる難点が
ある。また、目地の開きに追随して第1および第2のシ
ート部分が展開した後目地が閉じて原状に復帰した場合
に、これらシート部分が展開したままの状態で残り、き
ちんと折畳まれた原状に必ずしも復帰できないという問
題点がある。
This water shutoff joint can be easily manufactured when the thickness of the flexible water blocking member is relatively thin, but it is difficult to manufacture when the thickness of the flexible water blocking member becomes large. . When the joints return to their original state after the first and second sheet parts have expanded following the opening of the joints, these sheet parts remain in their expanded state and are properly folded. There is a problem that it is not always possible to return to.

【0006】本発明は、上記従来の技術の各問題点にか
んがみなされたものであって、複数のコンクリート構造
物の間に形成される目地が十字状またはT字状に交差す
る場合に、目地がいずれの方向に開いても、これに充分
に追随して伸縮変形することによって止水を維持するこ
とができるとともに、可撓止水部材の厚みの大小にかか
わらず製造することができ、かつ目地が開いた状態から
原状に復帰した場合に継手が原状に復帰することができ
るコンクリート構造物の目地止水継手を提供しようとす
るものである。
The present invention has been made in view of the problems of the above-mentioned conventional techniques, and when joints formed between a plurality of concrete structures intersect in a cross shape or a T shape, the joints are jointed. No matter which direction is opened, it is possible to keep the water still by sufficiently expanding and contracting to follow this, and to manufacture regardless of the thickness of the flexible water blocking member, and An object of the present invention is to provide a joint water-stop joint for a concrete structure in which the joint can return to its original state when the joint returns to its original state.

【0007】[0007]

【課題を解決するための手段】上記課題を解決する請求
項1記載の本発明にかかるコンクリート構造物の目地止
水継手は、ゴム・合成樹脂からなり断面がアーチ形状の
伸縮部とその両側の固定部を有する可撓止水部材であっ
て、直線状に延長する第1の可撓止水部材と、該第1の
可撓止水部材と交差するようにして延長する第2の可撓
止水部材とを一体成形してなり、該伸縮部を隣接する複
数のコンクリート構造物間の目地を覆うようにして配置
し、該固定部を各コンクリート構造物に固定するコンク
リート構造物の目地止水継手において、隣接するコンク
リート構造物間の変位に追随して該第1および第2の可
撓止水部材が交差する交差部における該伸縮部の伸縮を
許容する傾斜部を該交差部における該伸縮部に形成した
ことを特徴とするものである。
A joint water stop joint for a concrete structure according to the present invention for solving the above-mentioned problems is a stretchable portion made of rubber / synthetic resin and having an arch-shaped cross section. A flexible water blocking member having a fixing portion, the first flexible water blocking member extending linearly, and the second flexible water extending so as to intersect with the first flexible water blocking member. A joint stop for a concrete structure, which is integrally formed with a water blocking member, and in which the expansion / contraction part is arranged so as to cover the joint between a plurality of adjacent concrete structures, and the fixing part is fixed to each concrete structure. In the water joint, an inclined portion that allows expansion and contraction of the expansion and contraction portion at the intersection where the first and second flexible water blocking members intersect in accordance with the displacement between the adjacent concrete structures is formed at the intersection. It is characterized in that it is formed in the stretchable part Than it is.

【0008】本発明の1側面において、該傾斜部は凹状
に傾斜する形状であることを特徴とする。
One aspect of the present invention is characterized in that the inclined portion has a concavely inclined shape.

【0009】本発明の他の側面において、該傾斜部は凸
状に傾斜する形状であることを特徴とする。
Another aspect of the present invention is characterized in that the inclined portion has a convexly inclined shape.

【0010】[0010]

【作用】本発明によれば、隣接するコンクリート構造物
間の変位に追随して第1および第2の可撓止水部材の交
差部における伸縮部の伸縮を許容する傾斜部を交差部に
おける伸縮部に形成したので、十字状またはT字状の目
地がいずれの方向に変位しても、この傾斜部が目地の変
位に追随して伸縮することにより、可撓止水部材の伸縮
部はその交差部を含めて充分に伸縮することができ、止
水を維持することができる。また、可撓止水部材の厚み
の大小にかかわらず製造することができ、かつ目地が開
いた状態から原状に復帰した場合に継手が原状に復帰す
ることができる。
According to the present invention, the inclined portion which allows the expansion and contraction of the expansion and contraction portion at the intersection of the first and second flexible water blocking members following the displacement between the adjacent concrete structures is expanded and contracted at the intersection. Since the joint is formed in the portion, even if the cross-shaped or T-shaped joint is displaced in any direction, the inclined portion expands and contracts following the displacement of the joint, so that the elastic portion of the flexible water blocking member is It can be expanded and contracted sufficiently including the crossing part, and still water can be maintained. Further, the flexible water blocking member can be manufactured regardless of the thickness, and the joint can be restored to the original state when the joint returns to the original state from the opened joint.

【0011】[0011]

【発明の実施の形態】以下添付図面を参照して、本発明
の実施の形態について説明する。図1〜図4は本発明の
1実施形態を示すもので、図1は目地止水継手の斜視
図、図2は図1のA−A断面図、図3は図1のB−B断
面図、図4は継手がX方向およびY方向に伸張した状態
を示す斜視図である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings. 1 to 4 show one embodiment of the present invention, FIG. 1 is a perspective view of a joint water-stop joint, FIG. 2 is a sectional view taken along line AA of FIG. 1, and FIG. 3 is a sectional view taken along line BB of FIG. 4 and 5 are perspective views showing a state in which the joint extends in the X direction and the Y direction.

【0012】目地止水継手1は、ゴム・合成樹脂からな
り横断面が上方に突起するV字形のアーチ形状の伸縮部
4とその両側の固定部5を有する可撓止水部材であっ
て、直線状に延長する第1の可撓止水部材2と、この第
1の可撓止水部材と十字状に交差するようにして延長す
る第2の可撓止水部材3とを一体成形してなるものであ
る。この継手1の各伸縮部4をそれぞれ隣接する複数の
コンクリート構造物6、7、8、9間の目地10、1
1、12、13を覆うようにして配置し、各固定部5を
押え板14を介してアンカーボルト15により各コンク
リート構造物6、7、8、9に固定する。
The joint water stop joint 1 is a flexible water stop member having a V-shaped arch-shaped expansion / contraction part 4 made of rubber / synthetic resin and having a cross-section protruding upward and fixing parts 5 on both sides thereof. A first flexible water blocking member 2 extending linearly and a second flexible water blocking member 3 extending so as to intersect the first flexible water blocking member in a cross shape are integrally formed. It will be. Joints 10, 1 between a plurality of concrete structures 6, 7, 8, 9 which are adjacent to each expandable portion 4 of this joint 1, respectively.
1, 12, 13 are arranged so as to cover them, and each fixing portion 5 is fixed to each concrete structure 6, 7, 8, 9 by an anchor bolt 15 via a holding plate 14.

【0013】第1および第2の可撓止水部材2、3の交
差部16における伸縮部4の突起部4aには、隣接する
コンクリート構造物6、7、8、9間の変位に追随して
伸縮部4の突起部4aの伸縮を許容する傾斜部17が形
成されている。
The protrusion 4a of the expansion / contraction portion 4 at the intersection 16 of the first and second flexible water blocking members 2 and 3 follows the displacement between the adjacent concrete structures 6, 7, 8 and 9. As a result, an inclined portion 17 is formed that allows the protrusion 4a of the expandable portion 4 to expand and contract.

【0014】本実施形態において、傾斜部17は伸縮部
4の凹状に傾斜する傾斜部として形成されている。すな
わち、傾斜部17は伸縮部4の突起部4aの長手方向に
延長する十字状の凹部からなり、第1の可撓止水部材2
および第2の可撓止水部材3の各傾斜部部分は、図1の
A−A方向に切断して見ると、図2に示すように、傾斜
部17の両端部17a、17aから交差部16の中心1
6aに向かって次第に降下する傾斜面17b、17bと
して形成されており、この傾斜部17を図1においてB
−B方向に切断して見ると、図3に示すように、2つの
ピーク部分17c、17cとその間の谷部17dからな
る形状を呈している。
In this embodiment, the inclined portion 17 is formed as an inclined portion which is inclined in a concave shape of the expandable portion 4. That is, the inclined portion 17 is formed by a cross-shaped recess extending in the longitudinal direction of the protrusion 4 a of the expansion / contraction portion 4, and the first flexible water blocking member 2 is provided.
As shown in FIG. 2, the respective inclined portion portions of the second flexible water blocking member 3 are cut in the AA direction of FIG. 1, and the intersection portions from the both end portions 17a, 17a of the inclined portion 17 are shown in FIG. 16 heart 1
6a is formed as inclined surfaces 17b, 17b which gradually descend toward 6a.
When viewed in the −B direction, as shown in FIG. 3, it has a shape composed of two peak portions 17c, 17c and a valley portion 17d between them.

【0015】この継手1の動作について説明する。地震
等によりコンクリート構造物6、7、8、9の1または
複数が伸縮変位すると、第1および第2の可撓止水部材
2、3の対応する伸縮部4は、このコンクリート構造物
6、7、8、9の変位に追随して伸縮する。この場合交
差部16においては、伸縮部4は傾斜部17が伸長また
は収縮することが可能であるので、伸縮部4の他の部分
と同様にコンクリート構造物6、7、8、9の変位に追
随して伸縮することができる。したがって、伸縮部4が
全体として充分に伸縮変形することができ、止水を充分
に維持することができる。図4は、一例として、コンク
リート構造物6、7、8、9がX方向およびY方向に伸
長した場合の継手1の伸縮部4の伸長状態を示す斜視図
である。
The operation of the joint 1 will be described. When one or more of the concrete structures 6, 7, 8, 9 are expanded and contracted due to an earthquake or the like, the corresponding expansion and contraction portions 4 of the first and second flexible water blocking members 2 and 3 are It expands and contracts following the displacement of 7, 8, and 9. In this case, in the stretchable portion 4, the inclined portion 17 of the stretchable portion 4 can be expanded or contracted, so that the displacement of the concrete structures 6, 7, 8 and 9 is similar to the other portions of the stretchable portion 4. It can be expanded and contracted following suit. Therefore, the expansion / contraction part 4 as a whole can be sufficiently expanded / contracted and deformed, and water stopping can be sufficiently maintained. As an example, FIG. 4 is a perspective view showing an expanded state of the expansion / contraction part 4 of the joint 1 when the concrete structures 6, 7, 8, 9 are expanded in the X direction and the Y direction.

【0016】図5〜図7は本発明の他の実施形態を示す
もので、図5はその斜視図、図6は図5のA−A断面
図、図7は図5のB−B断面図である。この実施形態お
よびその後に説明する実施態様において、図1〜図4の
実施形態と同一構成部分は同一符号で示し、その詳細な
説明を省略する。
5 to 7 show another embodiment of the present invention. FIG. 5 is a perspective view thereof, FIG. 6 is a sectional view taken along line AA of FIG. 5, and FIG. 7 is a sectional view taken along line BB of FIG. It is a figure. In this embodiment and the embodiments described below, the same components as those of the embodiment of FIGS. 1 to 4 are designated by the same reference numerals, and detailed description thereof will be omitted.

【0017】この実施形態において、傾斜部20は伸縮
部4の凸状に傾斜する傾斜部として形成されている。す
なわち、傾斜部20は十字状の凸部からなり、第1の可
撓止水部材2および第2の可撓止水部材3の各傾斜部部
分は、図5のA−A方向に切断して見ると、図6に示す
ように、傾斜部20の両端部20a、20aから交差部
16の中心16aに向かって次第に上昇する傾斜面20
b、20bとして形成されており、この傾斜部20を図
5においてB−B方向に切断して見ると、図7に示すよ
うに、一つのピーク20aを有する突起部からなる形状
を呈している。
In this embodiment, the inclined portion 20 is formed as an inclined portion which is inclined in a convex shape of the expandable portion 4. That is, the inclined portion 20 is formed of a cross-shaped convex portion, and the inclined portions of the first flexible water blocking member 2 and the second flexible water blocking member 3 are cut in the AA direction of FIG. As shown in FIG. 6, the inclined surface 20 that gradually rises from both ends 20a, 20a of the inclined portion 20 toward the center 16a of the intersection 16 as shown in FIG.
5b and 20b, the inclined portion 20 is cut in the BB direction in FIG. 5, and as shown in FIG. 7, it has a shape including a protrusion having one peak 20a. .

【0018】交差部16における傾斜部の形状は上記各
実施形態における凹状または凸状のV字形傾斜部に限ら
ず、例えば図8に符号30で示すようなU字形断面の傾
斜部等他の形状であってもよい。
The shape of the sloping portion at the intersection 16 is not limited to the concave or convex V-shaped sloping portion in each of the above-described embodiments, but other shapes such as a sloping portion having a U-shaped cross section as shown by reference numeral 30 in FIG. May be

【0019】図9は本発明の他の実施形態を示す斜視図
である。この実施形態において、傾斜部32は十字状の
凹状傾斜部である点で図1の実施態様と同様であるが、
図1の実施形態と異なり、十字状の傾斜部32は伸縮部
4の突起部4aの長手方向ではなく、突起部4aの長手
方向と約45度の角度で延長するように形成されてい
る。
FIG. 9 is a perspective view showing another embodiment of the present invention. In this embodiment, the inclined portion 32 is similar to the embodiment of FIG. 1 in that it is a cross-shaped concave inclined portion,
Unlike the embodiment of FIG. 1, the cross-shaped inclined portion 32 is formed not to extend in the longitudinal direction of the protruding portion 4a of the expandable portion 4 but to extend at an angle of about 45 degrees with the longitudinal direction of the protruding portion 4a.

【0020】図10は本発明の他の実施形態を示す斜視
図である。この実施形態においては、コンクリート構造
物間の目地10、11、12、13には溝10a、11
a、12a、13aが形成されており、可撓止水部材
2、3の伸縮部40は逆アーチ形状の横断面を有する凹
部40aとして形成され、溝10a、11a、12a、
13a内に収容されている。傾斜部42は、凹部40a
の底面から交差部16の中心に向って次第に上昇する十
字状傾斜面として形成されている。
FIG. 10 is a perspective view showing another embodiment of the present invention. In this embodiment, the joints 10, 11, 12, 13 between the concrete structures are provided with the grooves 10a, 11
a, 12a, 13a are formed, and the elastic portion 40 of the flexible water blocking members 2, 3 is formed as a recess 40a having a reverse arch-shaped cross section, and the grooves 10a, 11a, 12a,
It is housed in 13a. The inclined portion 42 has a concave portion 40a.
Is formed as a cross-shaped inclined surface that gradually rises from the bottom surface of the cross section 16 toward the center of the intersection 16.

【0021】以上伸縮部の傾斜部の種々の例について説
明したが、傾斜部の形状は上記の例に限るものではな
く、要は交差部における各可撓止水部材の長手方向断面
が直線状でなく、なんらかの形状のたるみを持たせた形
状であって、隣接するコンクリート構造物間の相対変位
に追随して交差部における伸縮部の伸縮を許容する形状
であればどのような形状でもよく、その凸部または凹部
も1つに限るものではなく複数連続するものでもよい。
Although various examples of the slanted portion of the expandable portion have been described above, the shape of the slanted portion is not limited to the above example, and the point is that the cross section in the longitudinal direction of each flexible water blocking member at the intersection is linear. However, any shape may be used as long as it has a slack of some shape and allows the expansion and contraction of the expansion and contraction portion at the intersection following the relative displacement between the adjacent concrete structures, The number of convex portions or concave portions is not limited to one, and a plurality of continuous portions may be used.

【0022】なお、本明細書において、「アーチ形状」
とは図1および図5のアーチ形状のみならず、図10の
逆アーチ形状も含めた意味で使用するものである。また
アーチ形状の伸縮部は1つのV字形状またはU字形状に限
らず、V字形またはU字形等の形状の複数波状に形成して
もよい。たとえば図5の実施形態の1変形である図11
の斜視図に示す実施形態のように、アーチ形状伸縮部5
0を2つのV字形形状が連続する形状に形成してもよ
い。
In the present specification, "arch shape"
Is used to mean not only the arch shape shown in FIGS. 1 and 5 but also the inverted arch shape shown in FIG. The arch-shaped expansion / contraction part is not limited to one V-shaped or U-shaped, but may be formed in a plurality of wavy shapes such as V-shaped or U-shaped. For example, FIG. 11 which is a modification of the embodiment of FIG.
Like the embodiment shown in the perspective view of FIG.
The 0 may be formed in a shape in which two V-shaped shapes are continuous.

【0023】[0023]

【発明の効果】以上述べたように、本発明によれば、隣
接するコンクリート構造物間の変位に追随して第1およ
び第2の可撓止水部材の交差部における伸縮部の伸縮を
許容する傾斜部を交差部における伸縮部に形成したの
で、十字状またはT字状の目地がいずれの方向に変位し
ても、この傾斜部が目地の変位に追随して伸縮すること
により、可撓止水部材の伸縮部はその交差部を含めて充
分に伸縮することができ、止水を維持することができ
る。また、本発明の継手は、可撓止水部材の厚みの大小
にかかわらず製造することができ、かつ目地が開いた状
態から原状に復帰した場合に継手が原状に復帰すること
ができる
As described above, according to the present invention, the expansion and contraction of the expansion and contraction portion at the intersection of the first and second flexible water blocking members is allowed to follow the displacement between the adjacent concrete structures. Since the slanted portion is formed in the stretchable portion at the intersection, even if the cross-shaped or T-shaped joint is displaced in any direction, the slanted portion expands and contracts in accordance with the displacement of the joint, thereby providing flexibility. The stretchable portion of the water shut-off member, including the crossing portion, can be stretched and stretched sufficiently to keep the water shut off. Further, the joint of the present invention can be manufactured regardless of the thickness of the flexible water blocking member, and the joint can return to its original state when the joint returns to its original state.

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

【図1】本発明の1実施形態を示す斜視図である。FIG. 1 is a perspective view showing an embodiment of the present invention.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG.

【図4】継手がX方向およびY方向に伸長した状態を示
す斜視図である。
FIG. 4 is a perspective view showing a state where the joint extends in the X direction and the Y direction.

【図5】本発明の他の実施形態を示す斜視図である。FIG. 5 is a perspective view showing another embodiment of the present invention.

【図6】図5のA−A断面図である。6 is a cross-sectional view taken along the line AA of FIG.

【図7】図5のB−B断面図である。7 is a sectional view taken along line BB of FIG.

【図8】傾斜部の他の形状を示す断面図である。FIG. 8 is a cross-sectional view showing another shape of the inclined portion.

【図9】本発明の他の実施形態を示す斜視図である。FIG. 9 is a perspective view showing another embodiment of the present invention.

【図10】本発明の他の実施形態を示す斜視図である。FIG. 10 is a perspective view showing another embodiment of the present invention.

【図11】本発明の他の実施形態を示す斜視図である。FIG. 11 is a perspective view showing another embodiment of the present invention.

【図12】従来の十字状継手を示す斜視図である。FIG. 12 is a perspective view showing a conventional cross joint.

【符号の説明】[Explanation of symbols]

1 地止水継手 2 第1の可撓止水部材 3 第2の可撓止水部材 4、40、50 伸縮部 5 固定部 6、7、8、9 コンクリート構造物 10、11、12、13 目地 16 交差部 17、20、30、32、42 傾斜部 1 earth stop fitting 2 First flexible water blocking member 3 Second flexible water blocking member 4, 40, 50 telescopic part 5 Fixed part 6,7,8,9 Concrete structure 10, 11, 12, 13 joints 16 intersection 17, 20, 30, 32, 42 Inclined part

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】ゴム・合成樹脂からなり断面がアーチ形状
の伸縮部とその両側の固定部を有する可撓止水部材であ
って、直線状に延長する第1の可撓止水部材と、該第1
の可撓止水部材と交差するようにして延長する第2の可
撓止水部材とを一体成形してなり、該伸縮部を隣接する
複数のコンクリート構造物間の目地を覆うようにして配
置し、該固定部を各コンクリート構造物に固定するコン
クリート構造物の目地止水継手において、 隣接するコンクリート構造物間の変位に追随して該第1
および第2の可撓止水部材が交差する交差部における該
伸縮部の伸縮を許容する傾斜部を該交差部における該伸
縮部に形成したことを特徴とするコンクリート構造物の
目地止水継手。
1. A flexible waterproof member having a stretchable portion made of rubber and synthetic resin and having an arch-shaped cross section and fixing portions on both sides thereof, the first flexible waterproof member extending linearly. The first
And a second flexible water blocking member that extends so as to intersect with the flexible waterproofing member, and the stretchable portion is arranged so as to cover joints between a plurality of adjacent concrete structures. Then, in the joint waterproof joint of the concrete structure that fixes the fixing portion to each concrete structure, the first joint is followed by the displacement between the adjacent concrete structures.
And a joint waterproof joint for a concrete structure, wherein an inclined portion that allows expansion and contraction of the expansion and contraction portion at an intersection where the second flexible waterproof member intersects is formed at the expansion and contraction portion at the intersection.
【請求項2】該傾斜部は凹状に傾斜する形状であること
を特徴とする請求項1記載の目地止水継手。
2. The joint according to claim 1, wherein the inclined portion has a concavely inclined shape.
【請求項3】該傾斜部は凸状に傾斜する形状であること
を特徴とする請求項1記載の目地止水継手。
3. The joint according to claim 1, wherein the inclined portion has a convexly inclined shape.
JP2002142473A 2002-05-17 2002-05-17 Joint joints for concrete structures Expired - Fee Related JP3670621B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2002142473A JP3670621B2 (en) 2002-05-17 2002-05-17 Joint joints for concrete structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2002142473A JP3670621B2 (en) 2002-05-17 2002-05-17 Joint joints for concrete structures

Publications (2)

Publication Number Publication Date
JP2003328454A true JP2003328454A (en) 2003-11-19
JP3670621B2 JP3670621B2 (en) 2005-07-13

Family

ID=29702746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2002142473A Expired - Fee Related JP3670621B2 (en) 2002-05-17 2002-05-17 Joint joints for concrete structures

Country Status (1)

Country Link
JP (1) JP3670621B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006257712A (en) * 2005-03-16 2006-09-28 Seibu Polymer Corp Joint cut-off coupling of structure
JP2009144438A (en) * 2007-12-14 2009-07-02 Victaulic Co Of Japan Ltd Joint cut-off flexible joint
JP2009197440A (en) * 2008-02-20 2009-09-03 Nishimatsu Constr Co Ltd Water cut-off structure and creation method for fill dam
JP2014202258A (en) * 2013-04-03 2014-10-27 住友ゴム工業株式会社 Water cut-off structure for joint intersection
JP2014214585A (en) * 2013-04-30 2014-11-17 住友ゴム工業株式会社 Water cutoff rubber for joint crossing part, manufacturing method thereof and flexible joint for joint water cutoff

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006257712A (en) * 2005-03-16 2006-09-28 Seibu Polymer Corp Joint cut-off coupling of structure
JP2009144438A (en) * 2007-12-14 2009-07-02 Victaulic Co Of Japan Ltd Joint cut-off flexible joint
JP2009197440A (en) * 2008-02-20 2009-09-03 Nishimatsu Constr Co Ltd Water cut-off structure and creation method for fill dam
JP2014202258A (en) * 2013-04-03 2014-10-27 住友ゴム工業株式会社 Water cut-off structure for joint intersection
JP2014214585A (en) * 2013-04-30 2014-11-17 住友ゴム工業株式会社 Water cutoff rubber for joint crossing part, manufacturing method thereof and flexible joint for joint water cutoff

Also Published As

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