JP4911906B2 - Joints for structural joints - Google Patents

Joints for structural joints Download PDF

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JP4911906B2
JP4911906B2 JP2005074986A JP2005074986A JP4911906B2 JP 4911906 B2 JP4911906 B2 JP 4911906B2 JP 2005074986 A JP2005074986 A JP 2005074986A JP 2005074986 A JP2005074986 A JP 2005074986A JP 4911906 B2 JP4911906 B2 JP 4911906B2
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joint
contraction
expansion
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substantially pyramid
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JP2006257712A (en
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公彦 佐々木
修 長谷川
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西武ポリマ化成株式会社
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この発明は、構造物の目地止水継手に関し、特に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字状などの目地の止水継手として好適なものである。   The present invention relates to a joint water-stopping joint for a structure, and is particularly suitable as a joint water-stopping joint having a cross shape or a T-shape for a concrete structure such as a floor plate of a reservoir.

構造物の目地部分を止水する必要がある場合の1つに配水池等のコンクリート構造物の床部分等の目地部分があり、例えば十字状やT字状に形成される目地部分の変位を許容しつつ漏水などを防止するため目地止水継手が用いられている。   There is a joint part such as a floor part of a concrete structure such as a distribution pond, etc., in the case where it is necessary to stop the joint part of the structure, for example, the displacement of the joint part formed in a cross shape or a T-shape, for example. A joint water-stop joint is used to prevent leakage while allowing it.

コンクリート構造物の十字状の目地部分に用いられる目地止水継手としては、例えば図6に示すように、横断面形状がU字形(またはV字形)のアーチ状の可撓止水部材を使用するものがある。
As a joint water-stopping joint used for a cross joint part of a concrete structure, for example, as shown in FIG. 6, an arch-shaped flexible water-stopping member having a U-shaped (or V-shaped) cross-sectional shape is used. There is something.

この目地止水継手では、可撓止水部材aが十字状に一体成形された伸縮部bと、その両側の平板状の固定部cからなり、この可撓止水部材aの伸縮部bで隣接する4つのコンク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するようにしている。   In this joint water-stopping joint, the flexible water-stopping member a is composed of a stretchable part b integrally formed in a cross shape and flat plate-like fixing parts c on both sides thereof. It arrange | positions so that the joint e between four adjacent concrete structures may be covered, and the fixing | fixed part c is fixed to each concrete structure with the anchor f.

このような十字状の可撓止水部材を使用する目地止水継手では、目地が地震等のため開く場合には、交差部d以外の部分のU字形断面のアーチ状の伸縮部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、可撓止水部材の横断面形状がU字形のアーチ状ではなく直線状であるため、この部分の材料の許容弾性変形の範囲内でしか変位することができず、目地の大きな開きに追随することができない。   In the joint water-stopping joint using such a cross-shaped flexible water-stopping member, when the joint is opened due to an earthquake or the like, the arch-shaped expansion / contraction part b having a U-shaped cross section other than the intersection part d is expanded. By opening, it can extend following the displacement of the joint, but at the intersection d, the cross-sectional shape of the flexible water-stopping member is not a U-shaped arch, but is a straight line. It can only be displaced within the allowable elastic deformation range, and cannot follow the large opening of the joint.

そこで、目地の大きな開きに追随することができる目地止水継手として、特許文献1に示すものを提案している。   Then, the thing shown to patent document 1 is proposed as a joint water-stopping joint which can follow a large opening of a joint.

この目地止水継手は、図7に示すように、横断面形状がアーチ形状の伸縮部4とその両側の平板状の固定部5を有する可撓止水部材を、直線状に延長する第1の可撓止水部材2と、これと交差するようにして延長する第2の可撓止水部材3とを一体成形するとともに、第1および第2の可撓止水部材の交差部6に伸縮を許容する傾斜部7を形成して構成されており、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、固定部5を各コンクリート構造物に固定して使用する。
特開2003−328454号公報
As shown in FIG. 7, this joint water-stopping joint is a first that linearly extends a flexible water-stopping member having a stretchable part 4 having an arched cross section and flat plate-like fixing parts 5 on both sides thereof. The flexible water blocking member 2 and the second flexible water blocking member 3 extending so as to intersect with the flexible water blocking member 2 are integrally formed, and at the intersection 6 of the first and second flexible water blocking members. It is configured by forming an inclined portion 7 that allows expansion and contraction, and the expansion and contraction portion is arranged so as to cover joints between a plurality of adjacent concrete structures, and the fixing portion 5 is fixed to each concrete structure and used. To do.
JP 2003-328454 A

このような特許文献1の目地止水継手によれば、隣接するコンクリート構造物間の十字状またはT字状などの目地がいずれの方向に開いても、これに追随して伸縮部および傾斜部が変形することによって止水状態を維持することができるとともに、伸長した状態から原状に復帰することもできる。   According to such a joint water-stop joint of Patent Document 1, regardless of the direction in which the joints such as a cross shape or a T-shape between adjacent concrete structures open in any direction, the stretchable part and the inclined part follow the joint. By deforming, it is possible to maintain a water-stop state and to return to an original state from an extended state.

ところが、この目地止水継手でも目地部分の変位に追随できる範囲に限界があり、さらに大きな目地部分の変位が生じても十分な余裕を有して追随でき、伸長状態から原状に容易に復帰させることができる構造物の目地止水継手の開発が望まれている。   However, there is a limit to the range that can follow the displacement of the joint part even with this joint joint, and even if a larger joint part displacement occurs, it can follow with sufficient margin and easily return to the original state from the extended state. It is desired to develop joint waterproof joints for structures that can be used.

この発明は、上記要望に鑑みてなされたものであって、構造物の間に形成される目地が交差する場合に、目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させることで止水を維持することができるとともに、目地が開いた状態から閉じるように変位した場合にも容易に原状に復帰させることができる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 above demands, and when joints formed between structures cross each other, even if the joints open in any direction, they can follow with sufficient margin. It is possible to maintain a water stop by expanding and contracting, and to provide a joint joint for a structure that can be easily restored to its original shape even when the joint is displaced from an open state to a closed state. It is what.

そこで、従来の目地止水継手について鋭意検討を重ねた結果、交差部の変位に追随できる範囲は、傾斜部が平板状になるまでの範囲であり、伸縮部の高さによって限界があることから、傾斜部に加え、さらに伸縮できる部分を設けることが有効であることを見出し、この発明を完成したものである。   Therefore, as a result of intensive studies on the conventional joints, the range that can follow the displacement of the intersection is the range until the inclined part becomes flat, and there is a limit depending on the height of the stretchable part. The inventors have found that it is effective to provide a portion that can be further expanded and contracted in addition to the inclined portion, and have completed the present invention.

すなわち、上記課題を解決するため、この発明の請求項1記載の構造物の目地止水継手は、可撓性材料からなり横断面形状がアーチ状の目地を覆う伸縮部とその両側の平板状の構造物への固定部とを有する可撓止水部材同士を前記構造物の目地形状に対応する形状に形成する一方、これら可撓止水部材同士の交差部に交差中心から前記目地形状に対応させて切込部を形成し、目地形状に対応した略角錐の各側面を中央で折り曲げて伸縮可能とした略角錐状の伸縮用略角錐部と、この伸縮用略角錐部の底縁と一端縁部が連続するとともに、他端縁部が前記切込部と連続する傾斜面を形成して伸縮可能とされた伸縮用傾斜部とを水密に形成してなり、前記アーチ状の伸縮部、前記略角錐状の伸縮用略角錐部および前記傾斜面を形成する伸縮用傾斜部を共働させて変位に追随して伸縮を許容することを特徴とするものである。
That is, in order to solve the above-mentioned problem, the joint joint water-stopping joint according to claim 1 of the present invention is made of a flexible material and has a stretchable portion covering the joint with an arch-shaped cross section and flat plates on both sides thereof. The flexible waterproofing members having a fixing portion to the structure are formed in a shape corresponding to the joint shape of the structure, while the flexible waterproofing members are crossed from the intersection center to the joint shape. Correspondingly, a cut portion is formed, and each side surface of the substantially pyramid corresponding to the joint shape is bent at the center so that it can be expanded and contracted. The arch-shaped expansion / contraction part is formed by watertightly forming an inclined part for expansion and contraction, wherein the one end edge part is continuous and the other end edge part forms an inclined surface that is continuous with the cut part. The substantially pyramid-shaped substantially pyramid portion for expansion and contraction and the tilt for expansion and contraction forming the inclined surface Is characterized in that is cooperate to allow expansion and contraction following the displacement of the.

この構造物の目地止水継手によれば、可撓性材料からなり横断面形状がアーチ状の目地を覆う伸縮部とその両側の平板状の構造物への固定部とを有する可撓止水部材同士を前記構造物の目地形状に対応する形状に形成する一方、これら可撓止水部材同士の交差部に交差中心から前記目地形状に対応させて切込部を形成し、目地形状に対応した略角錐の各側面を中央で折り曲げて伸縮可能とした略角錐状の伸縮用略角錐部と、この伸縮用略角錐部の底縁と一端縁部が連続するとともに、他端縁部が前記切込部と連続する傾斜面を形成して伸縮可能とされた伸縮用傾斜部とを水密に形成してなり、前記アーチ状の伸縮部、前記略角錐状の伸縮用略角錐部および前記傾斜面を形成する伸縮用傾斜部を共働させて変位に追随して伸縮を許容するようにしてあり、傾斜部に加え、さらに略角錐部でも伸縮でき、目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させることで止水を維持することができるとともに、目地が開いた状態から閉じるように変位した場合にも傾斜部および略角錐部の初期形状で容易に原状に復帰させることができるようにしている。
また、切込部を交差中心から目地形状に対応させて形成するようにしており、十字状やT字状などの目地形状で目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させることで止水を維持することができるようになる。
According to the joint water-stopping joint of this structure, the flexible water-stopping has a stretchable part made of a flexible material and covering a joint having an arch-shaped cross section and fixing parts to the flat plate-like structures on both sides thereof. While forming the members in a shape corresponding to the joint shape of the structure, a cut portion is formed at the intersection of the flexible waterproofing members from the intersection center to the joint shape to correspond to the joint shape. The substantially pyramid portion for expansion and contraction, which is substantially pyramid-shaped and can be expanded and contracted by bending each side surface of the substantially pyramid, and the bottom edge and one end edge of the approximately pyramid portion for expansion and contraction are continuous, and the other end edge portion is The arch-shaped expansion / contraction section, the substantially pyramid-shaped expansion / contraction pyramid section, and the inclination To allow expansion and contraction by following the displacement by cooperating the slope for expansion and contraction forming the surface In addition to the inclined part, it can be expanded and contracted even in a substantially pyramid part, and even if the joint opens in any direction, the water stoppage can be maintained by following and expanding and deforming with sufficient margin. At the same time, even when the joint is displaced so as to be closed, the initial shape of the inclined portion and the substantially pyramid portion can be easily restored to the original shape.
In addition, the notch is formed from the center of the intersection to correspond to the joint shape, so that there is a sufficient margin regardless of the direction in which the joint opens with a joint shape such as a cross or T-shape. The water stop can be maintained by following and expanding and deforming.

さらに、この発明の請求項2記載の構造物の目地止水継手は、請求項1記載の構成に加え、前記伸縮用傾斜部を凹状に傾斜させて形成する一方、この傾斜部に連続する前記伸縮用略角錐部を凸状に形成したことを特徴とするものである。
Furthermore, joints waterproofing joint according to claim 2 Structure according to the present invention, in addition to the configuration of claim 1, wherein, while forming by tilting the telescoping inclined portion concavely said continuous to the inclined portion The substantially pyramid portion for expansion and contraction is formed in a convex shape.

この構造物の目地止水継手によれば、前記伸縮用傾斜部を凹状に傾斜させ、この傾斜部に連続する前記伸縮用略角錐部を凸状に形成してあり、凹状の傾斜部と凸状の略角錐部とを折りたたむようにし、初期状態でコンパクトな形状としながら目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させ、止水を維持するとともに、目地が開いた状態から閉じるように変位した場合にも容易に原状に復帰するようになる。   According to the joint waterproofing joint of this structure, the expansion / contraction inclined portion is inclined in a concave shape, and the expansion / contraction substantially pyramid portion that is continuous with the inclined portion is formed in a convex shape. In the initial state, the shape of the pyramid is folded so that the joints open in either direction while maintaining a compact shape. Even when the joint is displaced from the open state to the closed state, it can easily return to the original state.

また、この発明の請求項3記載の構造物の目地止水継手は、請求項1または2記載の構成に加え、前記伸縮用略角錐部を、前記伸縮用傾斜部内に収納可能に形成してなることを特徴とするものである。
According to a third aspect of the present invention, in addition to the structure according to the first or second aspect , the substantially pyramid portion for expansion and contraction is formed so as to be housed in the inclined portion for expansion and contraction. It is characterized by.

この構造物の目地止水継手によれば、前記伸縮用略角錐部を、前記伸縮用傾斜部内に収納可能に形成してあり、初期状態でコンパクトな形状としながら目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させ、止水を維持するとともに、目地が開いた状態から閉じるように変位した場合にも容易に原状に復帰するようになる。   According to the joint water-stopping joint of this structure, the substantially pyramidal portion for expansion and contraction is formed so that it can be accommodated in the inclined portion for expansion and contraction, and the joint is opened in any direction while having a compact shape in the initial state. However, it can be stretched and deformed by following it with a sufficient margin to maintain the water stoppage and easily return to the original state even when the joint is displaced from the open state to the closed state.

この発明の請求項1記載の構造物の目地止水継手によれば、可撓性材料からなり横断面形状がアーチ状の目地を覆う伸縮部とその両側の平板状の構造物への固定部とを有する可撓止水部材同士を前記構造物の目地形状に対応する形状に形成する一方、これら可撓止水部材同士の交差部に交差中心から前記目地形状に対応させて切込部を形成し、目地形状に対応した略角錐の各側面を中央で折り曲げて伸縮可能とした略角錐状の伸縮用略角錐部と、この伸縮用略角錐部の底縁と一端縁部が連続するとともに、他端縁部が前記切込部と連続する傾斜面を形成して伸縮可能とされた伸縮用傾斜部とを水密に形成してなり、前記アーチ状の伸縮部、前記略角錐状の伸縮用略角錐部および前記傾斜面を形成する伸縮用傾斜部を共働させて変位に追随して伸縮を許容するようにしたので、傾斜部に加え、さらに略角錐部でも伸縮でき、目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させることで止水を維持することができるとともに、目地が開いた状態から閉じるように変位した場合にも傾斜部および略角錐部の初期形状で容易に原状に復帰させることができる。
また、切込部を交差中心から目地形状に対応させて形成したので、十字状やT字状などの目地形状で目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させることができ、止水を維持することができる。
According to the joint water-stopping joint for a structure according to claim 1 of the present invention, the stretchable portion that covers the joint that is made of a flexible material and has an arch-shaped cross section, and fixing portions to the flat plate-like structures on both sides thereof Are formed in a shape corresponding to the joint shape of the structure, and a notch is formed at the intersection between the flexible water sealing members from the intersection center to the joint shape. A substantially pyramid-shaped substantially pyramid portion for expansion and contraction, which is formed and bendable at the center by bending each side surface of the substantially pyramid corresponding to the joint shape, and the bottom edge and one end edge of the substantially pyramid portion for expansion and contraction are continuous. The other end edge forms an inclined surface that is continuous with the cut portion, and is formed in a watertight manner with an expansion / contraction inclined portion that can be expanded and contracted, and the arch-shaped expansion / contraction portion and the substantially pyramid-shaped expansion / contraction Following the displacement by cooperating the substantially pyramid portion for use and the inclined portion for expansion and contraction forming the inclined surface Since it is allowed to shrink, in addition to the inclined part, it can be expanded and contracted even in a substantially pyramid part, and even if the joint opens in any direction, it can be stretched and deformed by following it with sufficient margin. Can be maintained, and even when the joint is displaced so as to be closed, the initial shape of the inclined portion and the substantially pyramid portion can be easily restored to the original shape.
In addition, since the notch was formed corresponding to the joint shape from the center of the intersection, even if the joint opens in any direction with a joint shape such as a cross shape or T-shape, it will follow with sufficient margin Can be stretched and deformed to maintain water stoppage.

さらに、この発明の請求項2記載の構造物の目地止水継手によれば、前記伸縮用傾斜部を凹状に傾斜させ、この傾斜部に連続する前記伸縮用略角錐部を凸状に形成したので、凹状の傾斜部と凸状の略角錐部とを折りたたむことで、初期状態でコンパクトな形状としながら目地がいずれの方向に開いても、これに充分に余裕を持って追随して伸縮変形させ、止水を維持することができるとともに、目地が開いた状態から閉じるように変位した場合にも容易に原状に復帰させることができる。
Furthermore, according to the joint water-stopping joint for a structure according to claim 2 of the present invention, the expansion / contraction inclined portion is inclined in a concave shape, and the expansion / contraction substantially pyramid portion continuous to the inclined portion is formed in a convex shape. So, by folding the concave inclined part and the convex substantially pyramid part, even if the joint opens in any direction while keeping the compact shape in the initial state, it will follow and expand and contract with sufficient margin The water stoppage can be maintained, and even when the joint is displaced so as to be closed from the open state, it can be easily restored to the original state.

また、この発明の請求項3記載の構造物の目地止水継手によれば、前記伸縮用略角錐部を、前記伸縮用傾斜部内に収納可能に形成したので、伸縮変形代を大きくしながら初期状態ではコンパクトな形状とすることができる。 According to the joint water-stopping joint for a structure according to claim 3 of the present invention, the substantially pyramid portion for expansion and contraction is formed so as to be housed in the inclined portion for expansion and contraction, so that the initial deformation while increasing the expansion and contraction allowance. The state can be made compact.

以下、この発明の実施の形態について図面を参照して詳細に説明する。
図1〜図3は、この発明の構造物の目地止水継手の一実施の形態にかかり、図1(a)は組立状態の概略斜視図、(b)は伸縮用傾斜部のみを示す概略斜視図、(c)は伸縮用略角錐部のみを下から見て示す概略斜視図、図2は伸縮用傾斜部と伸縮用略角錐部の部分拡大斜視図、図3(a)は取り付け状態の中央断面図、(b)は目地が開いた状態の伸縮部および交差部それぞれの中央断面図である。
Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
1 to 3 relate to an embodiment of a joint water-stop joint of a structure according to the present invention, FIG. 1 (a) is a schematic perspective view of an assembled state, and FIG. FIG. 3C is a schematic perspective view showing only the expansion and contraction substantially pyramid portion as viewed from below, FIG. 2 is a partially enlarged perspective view of the expansion and contraction inclined portion and the expansion and contraction approximately pyramid portion, and FIG. (B) is a central cross-sectional view of each of the stretchable part and the crossing part in a state where the joint is open.

この構造物の目地止水継手10は、例えば十字状にコンクリート構造物C同士が交差する目地部分の止水に用いるもので、可撓性材料であるゴム・合成樹脂からなり横断面が上方に突出するアーチ状の目地を覆う伸縮部11とその両側の平板状のコンクリート構造物への固定部12を有する可撓止水部材13を備えており、この可撓止水部材13は十字状の目地形状に対応して直線状に延長する第1の可撓止水部材13aと、この第1の可撓止水部材13aと十字状に交差して延長する第2の可撓止水部材13bとを一体成形して十字状に構成されている。   The joint water-stop joint 10 of this structure is used, for example, to stop water at a joint portion where the concrete structures C intersect in a cross shape, and is made of rubber / synthetic resin, which is a flexible material. A flexible waterproofing member 13 having a stretchable part 11 covering the projecting arch-shaped joint and a fixing part 12 to a flat concrete structure on both sides thereof is provided. The flexible waterproofing member 13 has a cross shape. A first flexible waterproofing member 13a extending linearly corresponding to the joint shape, and a second flexible waterproofing member 13b extending crossing the first flexible waterproofing member 13a in a cross shape. Are formed into a cross shape.

この構造物の目地止水継手10では、可撓止水部材13の交差部14、すなわち第1および第2の可撓止水部材13a、13bの交差部14には、交差部14の中心から目地形状に対応して十字状の切込部15が伸縮部11の頂部に沿って形成され、各角部にR加工15aを施すとともに、各端部に切込み幅より大きい円の打抜き加工15bが施されて変形による裂けを防止するようにしてある。   In the joint waterproofing joint 10 of this structure, the intersection 14 of the flexible waterproofing member 13, that is, the intersection 14 of the first and second flexible waterproofing members 13 a and 13 b, from the center of the intersection 14. Corresponding to the joint shape, a cross-shaped cut portion 15 is formed along the top of the stretchable portion 11, and each corner is subjected to R processing 15a, and each end is punched with a circle 15b larger than the cut width. It is applied to prevent tearing due to deformation.

この十字状の切込部15の縁部に連続して伸縮用傾斜部16が形成され、図1(b)に示すように、略直角に折り曲げた4枚の可撓性部材16aを十字状の空間を形成するように重ねて接着することで構成され、ここでは、伸縮用傾斜部16は切込部15からそれぞれ下方に傾斜する傾斜面16bとされ、隣接する伸縮用傾斜部16同士でV字状の谷部を形成するように伸縮用傾斜部16が凹状に形成してある。   An expansion / contraction inclined portion 16 is formed continuously at the edge of the cross-shaped cut portion 15, and as shown in FIG. 1B, four flexible members 16a bent substantially at right angles are formed into a cross shape. In this case, the expansion / contraction inclined portion 16 is formed as an inclined surface 16b inclined downward from the notch portion 15, and the adjacent expansion / contraction inclined portions 16 are connected to each other. The expansion / contraction inclined part 16 is formed in a concave shape so as to form a V-shaped valley.

さらに、この構造物の目地止水継手10では、伸縮用傾斜部16の内側に伸縮用略角錐部17が形成され、図1(c)に反転した状態で示すように、十字状の目地形状に対応した中空の略四角錐状に形成され、4つの側面を形成する可撓性部材17aをそれぞれ中央で折り曲げて接着した略4角錐状とされて構成され、ここでは、伸縮用略角錐部17の底縁17bをそれぞれ伸縮用傾斜部16の下端縁部16cと接着してあり、構造物の目地止水継手10全体として水密になっている。   Further, in the joint water-stop joint 10 of this structure, a substantially pyramid portion for expansion and contraction 17 is formed inside the expansion and contraction inclined portion 16, and as shown in the inverted state in FIG. Are formed in a substantially quadrangular pyramid shape that is formed in a hollow substantially quadrangular pyramid shape corresponding to the above, and is formed by bending and bonding the flexible members 17a forming the four side surfaces at the center. The bottom edge 17b of 17 is bonded to the lower edge 16c of the inclined portion 16 for expansion and contraction, respectively, so that the joint joint waterproof joint 10 as a whole is watertight.

したがって、この構造物の目地止水継手10では、図3(a)に中央断面を示すように、十字状の切込部15の縁部に連続して伸縮用傾斜部16が形成されて下方に傾斜する傾斜面で凹状の伸縮用傾斜部16が構成され、隣接する傾斜面の下端縁部に伸縮用略角錐部17の各側面の底縁がそれぞれ接着されて凸状の伸縮用略角錐部17が構成されている。   Therefore, in the joint water-stop joint 10 of this structure, as shown in the central cross section in FIG. A concave expansion / contraction inclined portion 16 is formed by the inclined surface inclined in the direction, and the bottom edge of each side surface of the expansion / contraction substantially pyramid portion 17 is bonded to the lower end edge of the adjacent inclined surface, thereby forming the convex substantially expansion / contraction pyramid. Part 17 is configured.

これにより、この構造物の目地止水継手10では、各目地に直交する方向に、隣接する伸縮用傾斜部16の傾斜面と伸縮用略角錐部17の側面とで形成される略V字状の谷部がそれぞれ4つの連続した状態で形成されており、それぞれがコンクリート構造物C間の目地の変位に追随して伸縮を許容するようになっている。   Thereby, in the joint water-stop joint 10 of this structure, in the direction orthogonal to each joint, it is substantially V-shaped formed with the inclined surface of the inclination part 16 for expansion / contraction which adjoins, and the side surface of the substantially pyramidal part 17 for expansion / contraction. Each of the valley portions is formed in four continuous states, and each of them follows the displacement of the joint between the concrete structures C and allows expansion and contraction.

なお、このような構造物の目地止水継手10は、次のようにして製造することができ、例えば図1に示す十字状の第1,2可撓止水部材13a,13b、伸縮用傾斜部16、伸縮用略角錐部17を一体化する専用の成形金型を用いて一体成形したり(プレス加硫)、伸縮用傾斜部16と伸縮用略角錐部17とを予め一体成形した後、十字状の第1,2可撓止水部材13a,13bを押し出し成形して成形金型に入れて、これらを取り付けてプレス加硫する。   The joint water-stopping joint 10 having such a structure can be manufactured as follows. For example, the cross-shaped first and second flexible water-stopping members 13a and 13b shown in FIG. After integrally forming the pressing portion 16 and the expansion / contraction substantially pyramid portion 17 with a dedicated molding die for integrating the portion 16 and the expansion / contraction substantially pyramid portion 17 (press vulcanization). Then, the cross-shaped first and second flexible water-stop members 13a and 13b are extruded and placed in a mold, and these are attached and press vulcanized.

次に、このように構成した構造物の目地止水継手10の動作について説明する。
この構造物の目地止水継手10では、アーチ状の各伸縮部11をそれぞれコンクリート構造物C間の十字状の目地を覆うようにして配置し、平板状の各固定部12を図示しない押え板を介してアンカーボルトにより各コンクリート構造物Cに固定して使用する。
Next, operation | movement of the joint joint water-stopping joint 10 of the structure comprised in this way is demonstrated.
In the joint joint waterproofing joint 10 of this structure, each of the arch-shaped expansion / contraction parts 11 is arranged so as to cover the cross joints between the concrete structures C, and the flat fixing parts 12 are not shown. And fixed to each concrete structure C with anchor bolts.

この使用状態で、地震等によりコンクリート構造物C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13a、13bの対応する伸縮部11は、コンクリート構造物Cの変位に追随して伸縮し、例えば図3(b)中に伸長状態を示すように、最大伸縮部11がほぼ平坦になるまで伸長することができる。 In this state of use, when one or more of the concrete structures C expands and contracts due to an earthquake or the like, the corresponding expandable portions 11 of the first and second flexible waterproofing members 13a and 13b are displaced by the displacement of the concrete structure C. Following expansion and contraction, for example, as shown in FIG. 3B, the extended state can be expanded until the maximum expansion / contraction part 11 becomes substantially flat.

この場合、構造物の目地止水継手10の交差部14においては、伸縮部11は伸縮用傾斜部16および伸縮用略角錐部17が伸長または収縮することが可能であるので、伸縮部11の交差部14以外の他の部分と同様にコンクリート構造物Cの変位に追随して伸縮することができ、例えば図3(b)中に伸長状態を示すように、伸縮用傾斜部16および伸縮用略角錐部17がそれぞれ伸長し、谷部が広がるように変形する。   In this case, at the crossing portion 14 of the joint joint 10 of the structure, the stretchable portion 11 can be expanded or contracted by the stretchable inclined portion 16 and the stretchable substantially pyramid portion 17. As with the other parts other than the crossing part 14, it can be expanded and contracted following the displacement of the concrete structure C. For example, as shown in FIG. The substantially pyramid portions 17 are elongated so that the valleys are expanded.

したがって、この構造物の目地止水継手10では、伸縮部11はもちろん、交差部14の伸縮用傾斜部16および伸縮用略角錐部17が伸縮することで、全体として充分に伸縮変形することができ、止水性を充分に維持することができる。   Therefore, in the joint joint waterproofing joint 10 of this structure, the expansion / contraction part 11 as well as the expansion / contraction inclined part 16 and the expansion / contraction substantially pyramid part 17 of the intersection part 14 can expand and contract sufficiently as a whole. Can be maintained sufficiently.

なお、この発明の構造物の目地止水継手10は、例えば図4に示すように、コンクリート構造物C間の目地に溝C1が形成される場合には、表裏を反転した状態で使用するようにし、可撓止水部材13a、13bの伸縮部11は横断面がU字状のアーチ形状をなすようにして溝C1内に収容し、平板状の固定部12をコンクリート構造物Cの溝C1上部の表面に当て、押え板を介してアンカーボルトにより各コンクリート構造物Cに固定するようにする。   In addition, when the groove | channel C1 is formed in the joint between the concrete structures C, for example, as shown in FIG. The expansion / contraction part 11 of the flexible water blocking members 13a and 13b is accommodated in the groove C1 so as to form an arch shape with a U-shaped cross section, and the flat plate-like fixing part 12 is accommodated in the groove C1 of the concrete structure C. It is applied to the upper surface and fixed to each concrete structure C with anchor bolts via a presser plate.

このような表裏を反転した構造物の目地止水継手10によっても、すでに説明したものと同様に、地震等によりコンクリート構造物Cの1または複数が伸縮変位すると、伸縮部11はもちろん、交差部14の伸縮用傾斜部16および伸縮用略角錐部17が伸縮することで、全体として充分に伸縮変形することができ、止水性を充分に維持することができる。   Even with the joint water-stopping joint 10 of the structure with the front and back reversed, when one or more of the concrete structures C are expanded and contracted due to an earthquake or the like, the expansion portion 11 as well as the intersecting portion is the same as described above. The 14 inclined portions 16 for expansion and contraction and the substantially pyramidal portion 17 for expansion and contraction can be expanded and contracted sufficiently as a whole, and the water-stopping property can be sufficiently maintained.

以上のように、この構造物の目地止水継手の伸縮部11の「アーチ状」とは逆U字状およびU字状のいずれであっても良く、また、U字状に限らずV字状などの他の形状で構成することができるとともに、さらにV字形またはU字形等の形状を1つに限らず複数備えて波状に構成しても良い。   As described above, the “arch shape” of the expansion / contraction portion 11 of the joint joint water-stopping joint of this structure may be either an inverted U shape or a U shape, and is not limited to the U shape, but is a V shape. It may be configured in other shapes such as a shape, and may be configured in a wave shape by providing a plurality of shapes such as a V shape or a U shape without being limited to one.

例えば、構造物の目地止水継手10Aでは、図5に示すように、アーチ状の伸縮部11Aを2つの略U字形状が連続する波状に形成してあり、伸縮部11Aの頂部が谷部に位置することから、交差部14の伸縮用傾斜部16および伸縮用略角錐部17は図1で説明したものと異なり、図4の場合と同様に反転した状態で設けてある。   For example, in the joint joint waterproofing joint 10A of the structure, as shown in FIG. 5, the arch-shaped expansion / contraction part 11A is formed in a wave shape in which two substantially U shapes are continuous, and the top part of the expansion / contraction part 11A is a valley part. Therefore, the expansion / contraction inclined part 16 and the expansion / contraction substantially pyramid part 17 of the crossing part 14 are provided in an inverted state as in the case of FIG.

このように構成した構造物の目地止水継手10Aでは、伸縮部11のアーチ状の高さを低く抑えながら、より大きな伸縮変形代を確保することができるとともに、初期状態でのコンクリート構造物C間の目地の幅が広い場合にも対応することができる。   In the joint joint waterproofing joint 10A of the structure configured as described above, a large expansion / contraction deformation allowance can be secured while suppressing the arched height of the expansion / contraction part 11 to be low, and the concrete structure C in the initial state can be secured. It is also possible to deal with cases where the joints are wide.

なお、上記実施の形態では、コンクリート構造物の目地の形状が十字状の場合を例に説明したが、これに限らずT字状の目地形状であっても良く、この場合には、T字状の切込部とこれに連続する伸縮用傾斜部を設けるのに加え、伸縮用略角錐部を略三角錘状にするようにし、さらに目地形状が目地中心から放射方向に多数形成される場合には、それに対応した多角形状の切込部および伸縮用傾斜部を設けるのに加え、対応した多角形状の伸縮用略角錐部を設けるようにすれば良い。   In the above-described embodiment, the case where the joint shape of the concrete structure is a cross shape has been described as an example. However, the shape is not limited to this, and a T-shaped joint shape may be used. In addition to providing an elongated cut-out part and a continuous inclined part for expansion and contraction, the substantially pyramid part for expansion and contraction is formed into a substantially triangular pyramid shape, and a large number of joint shapes are formed radially from the joint center. In addition to providing a polygonal cut-in portion and an expansion / contraction inclined portion corresponding thereto, a corresponding polygonal expansion / contraction substantially pyramid portion may be provided.

また、上記実施の形態では、コンクリート構造物の目地が平面上に位置する場合を例に説明したが、底部とこれに続く側面などの立体的に配置される目地部分に用いることもできる。   Moreover, in the said embodiment, although the case where the joint of a concrete structure was located on a plane was demonstrated to the example, it can also be used for the joint part arrange | positioned in three dimensions, such as a bottom part and a side surface following this.

この発明の構造物の目地止水継手の一実施の形態にかかり、(a)は組立状態の概略斜視図、(b)は伸縮用傾斜部のみを示す概略斜視図、(c)は伸縮用略角錐部のみを下から見て示す概略斜視図である。1 is a schematic perspective view of an assembled state, (b) is a schematic perspective view showing only an inclining part for expansion and contraction, and (c) is for expansion and contraction. It is a schematic perspective view which shows only a substantially pyramid part seeing from the bottom. この発明の構造物の目地止水継手の一実施の形態にかかる伸縮用傾斜部と伸縮用略角錐部の部分拡大斜視図である。It is a partial expansion perspective view of the inclination part for expansion and contraction, and the substantially pyramid part for expansion and contraction concerning one embodiment of the joint waterproofing joint of the structure of this invention. この発明の構造物の目地止水継手の一実施の形態にかかり、(a)は取り付け状態の中央断面図、(b)は目地が開いた状態の伸縮部および交差部それぞれの中央断面図である。According to one embodiment of the joint water-stop joint of the structure of the present invention, (a) is a central cross-sectional view of the attached state, (b) is a central cross-sectional view of each of the stretchable part and the intersecting part in the state where the joint is open is there. この発明の構造物の目地止水継手の他の一実施の形態にかかる組立状態の概略斜視図である。It is a schematic perspective view of the assembly state concerning other embodiment of the joint waterproofing joint of the structure of this invention. この発明の構造物の目地止水継手のさらに他の一実施の形態にかかる組立状態の概略斜視図である。It is a schematic perspective view of the assembly state concerning other one Embodiment of the joint waterproofing joint of the structure of this invention. 従来の構造物の目地止水継手の概略斜視図である。It is a schematic perspective view of the joint waterproofing joint of the conventional structure. 従来の構造物の目地止水継手の概略斜視図およびA−A断面図である。It is the schematic perspective view and AA sectional drawing of the joint waterproofing joint of the conventional structure.

符号の説明Explanation of symbols

10,10A 構造物の目地止水継手
11 伸縮部
12 固定部
13 可撓止水部材
13a,13b 第1,第2の可撓止水部材
14 交差部
15 切込部
15a R加工
15b 打抜き加工
16 伸縮用傾斜部
16a 可撓性部材
16b 傾斜面
16c 下端縁
17 伸縮用略角錐部
17a 可撓性部材
17b 下端縁
C コンクリート構造物
C1 溝

DESCRIPTION OF SYMBOLS 10, 10A Structure joint water-stop joint 11 Expansion-contraction part 12 Fixing part 13 Flexible water-proof member 13a, 13b 1st, 2nd flexible water-stop member 14 Crossing part 15 Notch part 15a R process 15b Punching process 16 Telescopic inclined portion 16a Flexible member 16b Inclined surface 16c Lower end edge 17 Telescopic substantially pyramid portion 17a Flexible member 17b Lower end edge C Concrete structure C1 Groove

Claims (3)

可撓性材料からなり横断面形状がアーチ状の目地を覆う伸縮部とその両側の平板状の構造物への固定部とを有する可撓止水部材同士を前記構造物の目地形状に対応する形状に形成する一方、これら可撓止水部材同士の交差部に交差中心から前記目地形状に対応させて切込部を形成し、目地形状に対応した略角錐の各側面を中央で折り曲げて伸縮可能とした略角錐状の伸縮用略角錐部と、この伸縮用略角錐部の底縁と一端縁部が連続するとともに、他端縁部が前記切込部と連続する傾斜面を形成して伸縮可能とされた伸縮用傾斜部とを水密に形成してなり、
前記アーチ状の伸縮部、前記略角錐状の伸縮用略角錐部および前記傾斜面を形成する伸縮用傾斜部を共働させて変位に追随して伸縮を許容することを特徴とする構造物の目地止水継手。
Flexible water-proof members having a stretchable portion made of a flexible material and covering a joint having an arch-shaped cross section and fixing portions to flat plate structures on both sides thereof correspond to the joint shape of the structure. While forming into a shape, a cut portion is formed at the intersection of these water-stopping members from the intersection center corresponding to the joint shape, and each side of the substantially pyramid corresponding to the joint shape is bent at the center to expand and contract A substantially pyramid portion for expansion and contraction having a substantially pyramid shape made possible, and an inclined surface in which the bottom edge and one end edge portion of the substantially pyramid portion for expansion and contraction are continuous and the other end edge portion is continuous with the cut portion. It is formed in a watertight manner with an expansion / contraction inclined part that can be expanded and contracted,
The structure is characterized in that the arch-shaped expansion / contraction part, the substantially pyramid-shaped expansion / contraction pyramid part, and the expansion / contraction inclination part forming the inclined surface cooperate to follow displacement and allow expansion / contraction. Joint water joint.
前記伸縮用傾斜部を凹状に傾斜させて形成する一方、この傾斜部に連続する前記伸縮用略角錐部を凸状に形成したことを特徴とする請求項1記載の構造物の目地止水継手。 2. The joint joint waterproofing structure for a structure according to claim 1, wherein the expansion / contraction inclined part is formed in a concave shape, and the expansion / contraction substantially pyramid part continuing to the inclined part is formed in a convex shape. . 前記伸縮用略角錐部を、前記伸縮用傾斜部内に収納可能に形成してなることを特徴とする請求項1または2記載の構造物の目地止水継手。
The joint joint waterproofing structure for a structure according to claim 1 or 2 , wherein the expansion and contraction substantially pyramid portion is formed so as to be housed in the expansion and contraction inclined portion.
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