JP3670621B2 - Joint joints for concrete structures - Google Patents

Joint joints for concrete structures Download PDF

Info

Publication number
JP3670621B2
JP3670621B2 JP2002142473A JP2002142473A JP3670621B2 JP 3670621 B2 JP3670621 B2 JP 3670621B2 JP 2002142473 A JP2002142473 A JP 2002142473A JP 2002142473 A JP2002142473 A JP 2002142473A JP 3670621 B2 JP3670621 B2 JP 3670621B2
Authority
JP
Japan
Prior art keywords
joint
flexible
water
expansion
contraction
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 - Fee Related
Application number
JP2002142473A
Other languages
Japanese (ja)
Other versions
JP2003328454A (en
Inventor
公彦 佐々木
修 長谷川
Original Assignee
西武ポリマ化成株式会社
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 西武ポリマ化成株式会社 filed Critical 西武ポリマ化成株式会社
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

Images

Landscapes

  • Building Environments (AREA)

Description

【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。
【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。
【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。
【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。
【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。
【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。
【0007】
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凹状に傾斜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。
【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。
【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。
【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、11、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。
【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。
【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16a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。
【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。
【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。
【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20b、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。
【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。
【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。
【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、11a、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。
【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。
【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50を2つのV字形形状が連続する形状に形成してもよい。
【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
【図面の簡単な説明】
【図1】本発明の1実施形態を示す斜視図である。
【図2】図1のA−A断面図である。
【図3】図1のB−B断面図である。
【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。
【図5】本発明の他の実施形態を示す斜視図である。
【図6】図5のA−A断面図である。
【図7】図5のB−B断面図である。
【図8】傾斜部の他の形状を示す断面図である。
【図9】本発明の他の実施形態を示す斜視図である。
【図10】本発明の他の実施形態を示す斜視図である。
【図11】本発明の他の実施形態を示す斜視図である。
【図12】従来の十字状継手を示す斜視図である。
【符号の説明】
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
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a cross-shaped or T-shaped joint water-stopping joint for a concrete structure such as a floor plate of a distribution reservoir.
[0002]
[Prior art]
As shown in FIG. 12, there is a joint that uses a flexible water-stopping member having a V-shaped (or U-shaped) cross-sectional shape as a cross-shaped joint water-stopping joint for a concrete structure such as a floor pond of a reservoir. . A flexible water-stop member a of the joint is composed of a stretchable part b integrally formed in a cross shape and flat fixing parts c on both sides thereof, and the flexible water-stop member a is disposed between four adjacent concolate structures. The fixing part c is fixed to each concrete structure with an anchor f.
[0003]
[Problems to be solved by the invention]
The joint using the cross-shaped flexible water blocking member having the V-shaped (or U-shaped) cross section is V-shaped at a portion other than the intersection d when the joint is opened in the X direction or the Y direction due to an earthquake or the like. The expansion / contraction part b of the cross section can be expanded to follow the displacement of the joint, but at the crossing part d, the cross-sectional shape of the member is not a V-shaped (or U-shaped) cross-sectional shape but a straight line. Therefore, there is a problem that the material can be stretched only within the range of the allowable elongation of the material of this portion, and cannot follow the large opening of the joint.
[0004]
In order to solve this problem, the present applicant has previously disclosed Japanese Patent Application Laid-Open No. 2001-20393.
The joint water-stopping joint shown in the official gazette was proposed. According to this joint, the flexible water blocking member includes the first sheet portion and the second sheet portion that extends in a cross shape or a T shape from a part of the side edge portion of the first sheet portion. Has a second fold part folded in the same cross-sectional shape as the fold part of the second sheet part along the fold in the direction intersecting the fold of the first fold part, and this second fold part Since the folding part is integrally connected to the folding part of the second sheet portion, the flexible water-stopping member will remain in this joint no matter which direction the cross-shaped or T-shaped joint opens. It can be developed following the opening of the water, and water stoppage can be maintained.
[0005]
This water-stopping joint can be easily manufactured when the thickness of the flexible water-stopping member is relatively thin, but there is a difficulty that the manufacturing becomes difficult when the thickness of the flexible water-stopping member is increased. Also, when the joint is closed and restored to the original state after the first and second sheet parts are expanded following the opening of the joints, the sheet parts remain unfolded and properly folded. However, there is a problem that it cannot always be restored.
[0006]
The present invention has been considered in view of the above problems of the prior art, and when the joint formed between a plurality of concrete structures intersects in a cross or T shape, Even if it opens in the direction, the water stoppage can be maintained by following the expansion and contraction sufficiently, and it can be manufactured regardless of the thickness of the flexible waterstop member, and the joint is open. It is an object of the present invention to provide a joint water-stop joint for a concrete structure that can return the joint to its original state when it returns to its original state.
[0007]
The joint waterproofing joint for a concrete structure according to the present invention according to claim 1, which solves the above-mentioned problems, is a flexible waterproofing member having an arch-shaped stretchable part made of rubber and synthetic resin and fixing parts on both sides thereof. A first flexible water blocking member extending linearly and a second flexible water blocking member extending so as to intersect the first flexible water blocking member are integrally formed. In the joint water-stop joint of a concrete structure in which the stretchable portion is arranged so as to cover the joint between the plurality of adjacent concrete structures, and the fixing portion is fixed to each concrete structure, the adjacent concrete structure In accordance with the displacement between the first and second flexible water-stop members , a slanting portion inclined in a concave shape allowing the expansion and contraction of the expansion / contraction portion at the intersection is formed in the expansion / contraction portion at the intersection. It is characterized by this.
[0010]
[Action]
According to the present invention, the inclined portion that allows the expansion / contraction of the expansion / contraction portion at the intersection of the first and second flexible water-stopping members to follow the displacement between the adjacent concrete structures is formed in the expansion / contraction portion at the intersection. Therefore, even if the cross-shaped or T-shaped joint is displaced in any direction, the slanted portion expands and contracts following the displacement of the joint, so that the flexible waterproofing member expands and contracts its intersection. It can fully expand and contract, and can maintain water stoppage. Moreover, it can be manufactured regardless of the thickness of the flexible water-stopping member, and the joint can be restored to the original state when the joint is restored from the open state.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the accompanying drawings.
1 to 4 show an 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 in FIG. 1, and FIG. 3 is a sectional view taken along line BB in FIG. 4 and 4 are perspective views showing a state in which the joint is extended in the X direction and the Y direction.
[0012]
The joint water-stopping joint 1 is a flexible water-stopping member having a V-shaped arch-shaped expansion / contraction part 4 made of rubber / synthetic resin and projecting upward in a cross section, and fixing parts 5 on both sides thereof. A first flexible waterproofing member 2 that extends and a second flexible waterproofing member 3 that extends so as to cross the first flexible waterproofing member in a cross shape. It is. The expansion / contraction portions 4 of the joint 1 are arranged so as to cover the joints 10, 11, 12, and 13 between the adjacent concrete structures 6, 7, 8, and 9, respectively, and the fixing portions 5 are held by the pressing plates 14 respectively. Are fixed to the concrete structures 6, 7, 8, 9 by anchor bolts 15.
[0013]
The protrusion 4a of the expansion / contraction part 4 at the intersection 16 of the first and second flexible water-stop members 2, 3 follows the displacement between the adjacent concrete structures 6, 7, 8, 9 to expand / contract. An inclined portion 17 that allows expansion and contraction of the four protrusions 4a is formed.
[0014]
In the present embodiment, the inclined portion 17 is formed as an inclined portion that is inclined in a concave shape of the extendable portion 4. That is, the inclined portion 17 is formed of a cross-shaped concave portion that extends in the longitudinal direction of the protrusion 4 a of the extendable portion 4, and each inclined portion portion of the first flexible waterproof member 2 and the second flexible waterproof member 3. 1, when viewed in a direction AA in FIG. 1, inclined surfaces 17b, 17b gradually descending from both ends 17a, 17a of the inclined portion 17 toward the center 16a of the intersecting portion 16, as shown in FIG. When this inclined portion 17 is cut in the BB direction in FIG. 1, as shown in FIG. 3, it has a shape composed of two peak portions 17c and 17c and a valley portion 17d therebetween. ing.
[0015]
The operation of the joint 1 will be described. When one or more of the concrete structures 6, 7, 8, 9 expand and contract due to an earthquake or the like, the corresponding elastic parts 4 of the first and second flexible waterproofing members 2, 3 It expands and contracts following the displacement of 7, 8, and 9. In this case, at the intersection 16, the expansion / contraction part 4 can be expanded or contracted by the inclined part 17, so that the displacement of the concrete structures 6, 7, 8, 9 is similar to the other parts of the expansion / contraction part 4. It can be expanded and contracted. Therefore, the expansion / contraction part 4 can fully expand and contract as a whole, and water stopping can be sufficiently maintained. FIG. 4 is a perspective view showing, as an example, an extended state of the expansion / contraction part 4 of the joint 1 when the concrete structures 6, 7, 8, 9 are extended in the X direction and the Y direction.
[0016]
5 to 7 show other embodiments of the present invention, FIG. 5 is a perspective view thereof, FIG. 6 is a cross-sectional view taken along line AA in FIG. 5, and FIG. 7 is a cross-sectional view taken along line BB in FIG. . In this embodiment and the embodiment described later, the same components as those in the embodiment of FIGS.
[0017]
In this embodiment, the inclined portion 20 is formed as an inclined portion that is inclined in a convex shape of the stretchable portion 4. That is, the inclined portion 20 is formed of a cross-shaped convex portion, and each inclined portion portion of the first flexible waterproof member 2 and the second flexible waterproof member 3 is cut in the direction AA in FIG. As shown in FIG. 6, the inclined portions 20 are formed as inclined surfaces 20 b and 20 b that gradually rise from both end portions 20 a and 20 a of the inclined portion 20 toward the center 16 a of the intersecting portion 16. 5, when viewed in the BB direction, as shown in FIG. 7, it has a shape composed of a protrusion having one peak 20a.
[0018]
The shape of the inclined portion in the intersecting portion 16 is not limited to the concave or convex V-shaped inclined portion in each of the above-described embodiments, and may be other shapes such as an inclined portion having a U-shaped cross section as indicated by reference numeral 30 in FIG. Also good.
[0019]
FIG. 9 is a perspective view showing another embodiment of the present invention. In this embodiment, the inclined portion 32 is the same as the embodiment of FIG. 1 in that the inclined portion 32 is a cross-shaped concave inclined portion. However, unlike the embodiment of FIG. It is formed so as to extend at an angle of about 45 degrees with the longitudinal direction of the protrusion 4a, not with the longitudinal direction of the portion 4a.
[0020]
FIG. 10 is a perspective view showing another embodiment of the present invention. In this embodiment, grooves 10a, 11a, 12a, and 13a are formed in joints 10, 11, 12, and 13 between concrete structures, and the stretchable portions 40 of the flexible water-proof members 2 and 3 are inverted arches. It is formed as a recess 40a having a cross section in the shape and is accommodated in the grooves 10a, 11a, 12a, 13a. The inclined portion 42 is formed as a cross-shaped inclined surface that gradually rises from the bottom surface of the recess 40 a toward the center of the intersecting portion 16.
[0021]
As described above, various examples of the inclined portion of the stretchable portion have been described, but the shape of the inclined portion is not limited to the above example, and in summary, the longitudinal cross-section of each flexible waterstop member at the intersection is not linear, Any shape is acceptable as long as it is a shape that has some form of slack and allows the expansion and contraction of the expansion / contraction part at the intersection to follow the relative displacement between adjacent concrete structures. Alternatively, the number of recesses is not limited to one, and a plurality of recesses may be continuous.
[0022]
In this specification, “arch shape” is used to mean not only the arch shape of FIGS. 1 and 5 but also the reverse arch shape of FIG. The arch-shaped stretchable part is not limited to a single V-shape or U-shape, and may be formed into a plurality of wave shapes such as a V-shape or a U-shape. For example, like the embodiment shown in the perspective view of FIG. 11, which is a modification of the embodiment of FIG. 5, the arch-shaped stretchable part 50 may be formed in a shape in which two V-shaped shapes are continuous.
[0023]
【The invention's effect】
As described above, according to the present invention, the inclined portion that allows expansion and contraction of the expansion / contraction portion at the intersection of the first and second flexible water-stopping members follows the displacement between the adjacent concrete structures. Since the slanted portion expands and contracts following the displacement of the joint, the flexible waterstop member can be expanded and contracted regardless of the direction of the cross or T-shaped joint. The part can be fully expanded and contracted including the crossing part, and water stoppage can be maintained. In addition, the joint of the present invention can be manufactured regardless of the thickness of the flexible water-stopping member, and the joint can be restored to the original state when the joint is restored from the open state. Brief description of]
FIG. 1 is a perspective view showing an embodiment of the present invention.
FIG. 2 is a cross-sectional view taken along the line AA of FIG.
3 is a cross-sectional view taken along the line BB in FIG.
FIG. 4 is a perspective view showing a state in which the joint extends in the X direction and the Y direction.
FIG. 5 is a perspective view showing another embodiment of the present invention.
6 is a cross-sectional view taken along the line AA in FIG.
7 is a cross-sectional view taken along the line BB in FIG.
FIG. 8 is a cross-sectional view showing another shape of the inclined portion.
FIG. 9 is a perspective view showing another embodiment of the present invention.
FIG. 10 is a perspective view showing another embodiment of the present invention.
FIG. 11 is a perspective view showing another embodiment of the present invention.
FIG. 12 is a perspective view showing a conventional cruciform joint.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Ground stop joint 2 1st flexible water stop member 3 2nd flexible water stop member 4, 40, 50 Expansion-contraction part 5 Fixing part 6, 7, 8, 9 Concrete structure 10, 11, 12, 13 Joint 16 Crossing part 17, 20, 30, 32, 42 Inclined part

Claims (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凹状に傾斜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。
A flexible waterproofing member made of rubber / synthetic resin and having an arch-shaped expansion / contraction part and fixed parts on both sides thereof, a first flexible waterproofing member extending linearly, and the first possible waterproofing member A second flexible water-stopping member extending so as to intersect with the anti-deflection water member, and arranging the stretchable portion so as to cover the joints between the adjacent concrete structures; In the joint water-stop joint of a concrete structure that fixes the fixing part to each concrete structure,
Following the displacement between adjacent concrete structures, an inclined portion inclined in a concave shape allowing the expansion / contraction of the expansion / contraction portion at the intersection where the first and second flexible water-stopping members intersect is formed at the intersection. A joint joint for waterproofing a concrete structure, characterized in that it is formed in an expandable part.
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 JP2003328454A (en) 2003-11-19
JP3670621B2 true 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)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4911906B2 (en) * 2005-03-16 2012-04-04 西武ポリマ化成株式会社 Joints for structural joints
JP5143539B2 (en) * 2007-12-14 2013-02-13 日本ヴィクトリック株式会社 Joint water stop flexible joint
JP5090203B2 (en) * 2008-02-20 2012-12-05 西松建設株式会社 Fill dam still water structure and construction method
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
JP6057427B2 (en) * 2013-04-30 2017-01-11 住友ゴム工業株式会社 Water-stopping rubber for joint joints, method for producing the same, and flexible joint for joint-stopping water

Also Published As

Publication number Publication date
JP2003328454A (en) 2003-11-19

Similar Documents

Publication Publication Date Title
US4374442A (en) Expansion joint sealing assembly for curb and roadway intersections
CA1169687A (en) Expansion seal
JP4657071B2 (en) Sealing material for joints and method for producing the same
KR910018647A (en) Arch type building structure
HU221068B1 (en) Covering material which can be plastically deformed by hand
JP3670621B2 (en) Joint joints for concrete structures
JPH02501586A (en) fastener device
DE2123226A1 (en) Sealing element
US3504597A (en) Roadbed joint seal
JP3323155B2 (en) Joint water stop joint of concrete structure
JP4911906B2 (en) Joints for structural joints
JP2753818B2 (en) Joint water stop joint of concrete structure
JP4556203B2 (en) Water stoppage material
JP3998313B2 (en) Bonded hardware
JP2010019016A (en) Water cutoff member for expansion gap
RU99103630A (en) EXPANSION PROFILE FOR CONCRETE STRUCTURES
JP7017206B2 (en) Filling material for expansion and contraction devices for bridges
US3718403A (en) Sealing member
US3767311A (en) Roadbed joint seal
US4060993A (en) Water seal packing for sealing water at the coupling portion of underwater structures
JPH08284271A (en) Expansion joint cover
JPH0332565Y2 (en)
JP6697872B2 (en) Filling material for expansion and contraction equipment for bridges
JP5698522B2 (en) Reinforcement hardware for joints of wooden buildings
JP2009068267A (en) Water sealing material for expansion gap

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20040831

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20041207

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050201

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050405

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050414

R150 Certificate of patent or registration of utility model

Ref document number: 3670621

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080422

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090422

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090422

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090422

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100422

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100422

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110422

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110422

Year of fee payment: 6

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110422

Year of fee payment: 6

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110422

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120422

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120422

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130422

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130422

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140422

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees