JP2021116638A - Flexible water cut-off joint - Google Patents

Flexible water cut-off joint Download PDF

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JP2021116638A
JP2021116638A JP2020012342A JP2020012342A JP2021116638A JP 2021116638 A JP2021116638 A JP 2021116638A JP 2020012342 A JP2020012342 A JP 2020012342A JP 2020012342 A JP2020012342 A JP 2020012342A JP 2021116638 A JP2021116638 A JP 2021116638A
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main body
structural elements
joint
folded
adjacent structural
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JP7453666B2 (en
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啓太郎 西山
Keitaro Nishiyama
啓太郎 西山
安志 西本
Yasushi Nishimoto
安志 西本
一也 宇野
Kazuya Uno
一也 宇野
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Shibata Industrial Co Ltd
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Shibata Industrial Co Ltd
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Abstract

To provide a flexible cut-off joint that can allow for a large relative movement between structure elements and has less unevenness on the surface side.SOLUTION: A flexible cut-off joint 20 has a folded part 21a protruding toward the back side in a middle part of a main body part 21, and is fixed to each of structure elements 1A and 1B near both ends in the width direction. The folded part 21a is housed in a storage space 6 having a V-shaped cross section formed by facing inclined surfaces 4A and 4B. When the structure elements 1A and 1B are separated due to ground movement, the adhesive state of a temporary fixed part 21b of the main body part 21 is released, and the folded part 21a is expanded, thereby preventing water leakage by reliably stopping water between the structure elements 1A and 1B. It can handle a larger separation amount of the structure elements 1A and 1B than before since the folded part 21a allows for a larger stretchable amount. The surface side of the main body part is less uneven, so it does not interfere with the flow of wastewater.SELECTED DRAWING: Figure 3

Description

本発明は、複数個の構造体要素を接続して構築される構造体において、隣接する構造体要素間に跨って固定される可撓止水継手に関するものである。 The present invention relates to a flexible waterproof joint that is fixed across adjacent structural elements in a structure constructed by connecting a plurality of structural elements.

特許文献1に、地下空間を区画する函体を用いて開削トンネルを施工するに際し、複数の函体どうしの連結部分の継手として好適とされる可撓ゴム継手が記載されている。この可撓ゴム継手は、一対の金属枠体と、この枠体間に架設される止水ゴム部材とを備える。一対の金属枠体は、地下空間の壁に対して傾斜させて配置した一組の金属平板から成り、これにより断面略V字状の取付溝が形成される。止水ゴム部材は、断面略逆U字状の止水ゴム本体と、止水ゴム本体の基部から頂部側へ向かって伸びる一対のフランジ部とを一体に形成したものである。 Patent Document 1 describes a flexible rubber joint that is suitable as a joint for connecting portions of a plurality of boxes when constructing an excavation tunnel using a box that partitions an underground space. The flexible rubber joint includes a pair of metal frames and a waterproof rubber member erected between the frames. The pair of metal frames is composed of a set of metal flat plates arranged so as to be inclined with respect to the wall of the underground space, whereby a mounting groove having a substantially V-shaped cross section is formed. The waterproof rubber member is formed by integrally forming a waterproof rubber main body having a substantially inverted U-shaped cross section and a pair of flange portions extending from the base portion of the waterproof rubber main body toward the top side.

特許文献2には、上下水道等のコンクリート製地下構造物を、所定の大きさの単位ブロックとする構造体要素を複数個接続して構築するに際し、構造体要素どうしを水密的に接続するための接続構造が記載されている。この接続構造は、構造体要素各々の結合端面の内周側に枠体によって装着段差面が形成され、隣接する装着段差面間に跨って、弾性体で形成された可撓止水部材を水密的に装着すると共に、結合端面間に目地材を充填配設したものである。この構成により、構造体要素は、可撓止水部材を介して水密的に結合されると共に、その可撓性によって相対変位が許容されるようになっている。 Patent Document 2 describes that when constructing a concrete underground structure such as water and sewage by connecting a plurality of structure elements having a unit block of a predetermined size, the structure elements are watertightly connected to each other. The connection structure of is described. In this connection structure, a mounting step surface is formed by a frame on the inner peripheral side of the connecting end face of each structural element, and a flexible water blocking member formed of an elastic body is watertightly straddled between adjacent mounting step surfaces. The joint material is filled and arranged between the joint end faces. With this configuration, the structural elements are watertightly coupled via a flexible water blocking member, and their flexibility allows relative displacement.

特許文献3には、河川を利用した取水・排水用樋管を、プレキャストコンクリートからなるボックスカルバートを連接することにより構成するにあたり、ボックスカルバートどうしの接続部分に配置される可撓止水継手が記載されている。この可撓止水継手は、ゴムや合成樹脂などの可撓性材料で短筒状に形成されたものであって、横断面方向の内側の中央部に折畳まれた伸縮部を有し、その両端部に取付け部が形成されている。そして、連続するボックスカルバートの隣接する側の内周端部に形成された段差部に埋設したアンカーボルトを利用して、ボックスカルバート間に取り付けられるものである。 Patent Document 3 describes a flexible waterproof joint arranged at a connecting portion between box culverts when a gutter pipe for water intake / drainage using a river is constructed by connecting box culverts made of precast concrete. Has been done. This flexible waterproof joint is formed in a short tubular shape with a flexible material such as rubber or synthetic resin, and has a stretchable portion folded in the inner central portion in the cross-sectional direction. Mounting portions are formed at both ends thereof. Then, it is attached between the box culverts by using the anchor bolts embedded in the stepped portion formed at the inner peripheral end portion on the adjacent side of the continuous box culverts.

特開2001−164590号公報Japanese Unexamined Patent Publication No. 2001-164590 特開2004−346592号公報Japanese Unexamined Patent Publication No. 2004-346592 特開2013−11060号公報Japanese Unexamined Patent Publication No. 2013-11060

特許文献1〜3に記載の技術は隣接する構造体要素どうしの接続部分を止水するための継手構造に関し、いずれも継手部材の表面側が凹凸の多い比較的複雑な形状となっている。このため、例えば下水管に適用した場合に、排水やゴミが継手部分に溜まって蓄積し、流動抵抗を増大させて排水能率を低下させるおそれがある。 The techniques described in Patent Documents 1 to 3 relate to a joint structure for stopping water at a connecting portion between adjacent structural elements, and all of them have a relatively complicated shape with many irregularities on the surface side of the joint member. Therefore, for example, when applied to a sewer pipe, drainage and dust may accumulate and accumulate in the joint portion, increasing the flow resistance and lowering the drainage efficiency.

又、特許文献1、2に記載の継手は、中間部にU字状の膨出部分を設けて、地盤変動等により隣接する構造体の間隔が拡大したときに、これに追従して伸張できるよう構成されている。しかしながら、特許文献1、2の技術では、継手部材に十分な伸張量が与えられているとは言えず、不等沈下のような大きい変動に対処することは難しい。 Further, the joint described in Patent Documents 1 and 2 is provided with a U-shaped bulging portion in the intermediate portion, and can be extended in accordance with the expansion of the interval between adjacent structures due to ground movement or the like. It is configured as. However, in the techniques of Patent Documents 1 and 2, it cannot be said that a sufficient amount of extension is given to the joint member, and it is difficult to cope with a large fluctuation such as unequal settlement.

本発明は、上記従来の課題に鑑み、構造体間の大きな相対移動に対応することが可能であって、表面側の凹凸形状が少ない可撓止水継手を提供することを目的とする。 In view of the above-mentioned conventional problems, it is an object of the present invention to provide a flexible waterproof joint which can cope with a large relative movement between structures and has a small uneven shape on the surface side.

上記の目的を達成するために、請求項1記載の発明は、複数個の構造体要素を接続して構築される構造体において、隣接する構造体要素間に跨って固定される可撓止水継手であって、可撓止水継手は、止水性及び可撓性を有するシート状部材から成り、その幅方向の中間部に一方面側へ突出するように折り畳まれた折り畳み部を有する本体部と、本体部をその幅方向の両端部付近で隣接する構造体要素それぞれに固定する固定部材とを含み、隣接する構造体要素は、互いに対向するそれぞれの端面の周縁部に傾斜面が設けられ、対向する傾斜面によって、隣接する構造体要素間に溝状の収納空間が形成され、本体部は、折り畳み部が収納空間に収納されるように配置された状態で、固定部材によって隣接する構造体要素それぞれに固定されるものである。 In order to achieve the above object, the invention according to claim 1 is a flexible water blocking device that is fixed across adjacent structural elements in a structure constructed by connecting a plurality of structural elements. A flexible water-stopping joint is a main body portion made of a sheet-like member having water-stopping and flexibility, and having a folded portion folded so as to project to one side in the middle portion in the width direction thereof. And a fixing member for fixing the main body to each of the adjacent structural elements in the vicinity of both ends in the width direction, and the adjacent structural elements are provided with inclined surfaces at the peripheral edges of the end faces facing each other. A groove-shaped storage space is formed between adjacent structural elements by the opposing inclined surfaces, and the main body portion is arranged so that the folded portion is stored in the storage space, and the main body portion is adjacent to each other by a fixing member. It is fixed to each body element.

このように構成すると、可撓止水継手は、本体部によって、隣接する構造体要素間の接続部分を被覆して、この部分における漏水を防止する。本体部の折り畳み部を隣接する構造体要素間に形成された収納空間に収納させたので、本体部における構造体要素に面しない他方面を平坦にできる。 When configured in this way, the flexible waterproof joint covers the connecting portion between adjacent structural elements by the main body portion to prevent water leakage in this portion. Since the folded portion of the main body portion is stored in the storage space formed between the adjacent structural elements, the other surface of the main body portion that does not face the structural element can be flattened.

請求項2記載の発明は、請求項1記載の発明の構成において、構造体要素は、その内壁面と傾斜面との間に更に段差部を備え、本体部は、段差部において、固定手段により構造体要素に固定されるものである。 The invention according to claim 2 is the configuration of the invention according to claim 1, wherein the structure element further includes a stepped portion between the inner wall surface and the inclined surface thereof, and the main body portion is provided with a fixing means at the stepped portion. It is fixed to the structure element.

このように構成すると、可撓止水継手の本体部が、構造体要素の内壁面よりも凹んだ位置で固定される。 With this configuration, the main body of the flexible waterproof joint is fixed at a position recessed from the inner wall surface of the structural element.

請求項3記載の発明は、請求項1又は請求項2記載の発明の構成において、固定部材は、本体部の他方面側において、折り畳み部の少なくとも一部を覆う押さえ部材をさらに含むものである。 The invention according to claim 3 further includes a pressing member that covers at least a part of the folded portion on the other surface side of the main body portion in the configuration of the invention according to claim 1 or 2.

このように構成すると、押さえ部材によって、本体部の折り畳み部の少なくとも一部が、他方面側から覆われる。 With this configuration, the pressing member covers at least a part of the folded portion of the main body from the other side.

請求項4記載の発明は、請求項1から請求項3のいずれかに記載の発明の構成において、折り畳み部は、隣接する構造体要素が相対移動するまで、折り畳み状態を維持する仮止め手段を備えるものである。 The invention according to claim 4 is the configuration of the invention according to any one of claims 1 to 3, wherein the folding portion provides a temporary fixing means for maintaining the folded state until the adjacent structural elements move relative to each other. To prepare.

このように構成すると、隣接する構造体要素が相対移動するまで、折り畳み部は、仮止め手段によって折り畳み状態が維持される。 With this configuration, the folded portion is maintained in the folded state by the temporary fixing means until the adjacent structural elements move relative to each other.

請求項5記載の発明は、請求項1から請求項4のいずれかに記載の発明の構成において、構造体要素における端面の一部から内壁面の一部にわたる表面を覆う型枠を更に含み、本体部が型枠の表面に配置されるものである。 The invention according to claim 5 further includes a formwork covering a surface extending from a part of an end face of a structural element to a part of an inner wall surface in the configuration of the invention according to any one of claims 1 to 4. The main body is arranged on the surface of the mold.

このように構成すると、型枠によって、構造体要素の端面の一部から、傾斜面を経て、内壁面の一部にわたる表面部分が形成される。 With this configuration, the formwork forms a surface portion from a portion of the end face of the structure element through an inclined surface to a portion of the inner wall surface.

以上説明したように、請求項1記載の発明によれば、可撓止水継手の本体部の中間部に折り畳み部を設けたので、隣接する構造体要素間の相対移動に対し、本体部が追従して展開することができる。このため、隣接する構造体要素の間で離隔や不等沈下が生じたとしても、可撓止水継手の止水性が損なわれない。本体部の折り畳み部を収納空間に収納し、反対面側を平坦にすることができる。このため、構造体を例えば下水管として利用した場合に、流路の形成面の凹凸が少なくなるので、排水やゴミの停留を低減できる。収納空間を形成するための傾斜面を設けたので、構造体要素をコンクリートで打設する場合、傾斜面部分は空気が停留しにくくなるため、空気溜まりの生成領域が縮小される。 As described above, according to the first aspect of the present invention, since the folding portion is provided in the middle portion of the main body portion of the flexible water blocking joint, the main body portion moves with respect to the relative movement between adjacent structural elements. It can be followed and deployed. Therefore, even if separation or uneven settlement occurs between adjacent structural elements, the water stopping property of the flexible water blocking joint is not impaired. The folded part of the main body can be stored in the storage space, and the opposite side can be flattened. Therefore, when the structure is used as a sewer pipe, for example, the unevenness of the forming surface of the flow path is reduced, so that drainage and dust retention can be reduced. Since the inclined surface for forming the storage space is provided, when the structural element is cast with concrete, it becomes difficult for air to stay on the inclined surface portion, so that the area where the air pool is generated is reduced.

請求項2記載の発明は、請求項1記載の発明の効果に加えて、内壁面側に突出する部分を無くせるか又は少なくできるので、構造体を例えば下水管として利用した場合に、排水に対する流動抵抗が大きくなるのを抑制できる。 The invention according to claim 2 has the effect of the invention according to claim 1 and can eliminate or reduce the portion protruding toward the inner wall surface side. Therefore, when the structure is used as a sewer pipe, for example, the drainage It is possible to suppress an increase in flow resistance.

請求項3記載の発明は、請求項1又は請求項2記載の発明の効果に加えて、折り畳み部が変形する際に他方面側へ突出するのを、抑え部材が抑止する。これにより、構造体を例えば下水管として利用した場合に、構造体要素間に相対移動が生じたときでも、流路の形成面の平坦性を維持できる。 In the invention according to claim 3, in addition to the effect of the invention according to claim 1 or 2, the restraining member suppresses the folded portion from protruding toward the other surface when the folded portion is deformed. Thereby, when the structure is used as a sewer pipe, for example, the flatness of the forming surface of the flow path can be maintained even when the relative movement occurs between the structure elements.

請求項4記載の発明は、請求項1から請求項3のいずれかに記載の発明の効果に加えて、可撓止水継手の本体部を構造体要素に固定する際に、折り畳み部を下方に向けても仮止め手段によって折り畳み状態が保持され広がることがないので、本体部の固定作業が容易になる。 The invention according to claim 4, in addition to the effect of the invention according to any one of claims 1 to 3, lowers the folding portion when fixing the main body portion of the flexible water blocking joint to the structural element. Since the folded state is maintained by the temporary fixing means and does not spread even when facing toward, the fixing work of the main body portion becomes easy.

請求項5記載の発明は、請求項1から請求項4のいずれかに記載の発明の効果に加えて、可撓止水継手の本体部を平滑性の高い型枠表面に配置するから、本体部と型枠との間の水密性を高めて、止水を確実にすることができる。型枠は傾斜面を含むから、構造体要素をコンクリートで打設する場合に発生する空気は傾斜面の領域には停留せず、上方へ移動する。型枠における裏面側に空気が停留する領域が、傾斜面以外の領域になるから、空気溜まりを減少させることができ、空気溜まりを通じた漏水のおそれを少なくできる。 In the invention according to claim 5, in addition to the effect of the invention according to any one of claims 1 to 4, the main body of the flexible waterproof joint is arranged on the surface of a highly smooth formwork. It is possible to improve the watertightness between the part and the formwork to ensure water stoppage. Since the formwork includes an inclined surface, the air generated when the structural elements are cast with concrete does not stay in the area of the inclined surface but moves upward. Since the region where the air stays on the back surface side of the formwork is a region other than the inclined surface, the air pool can be reduced and the risk of water leakage through the air pool can be reduced.

本発明に係る可撓止水継手が適用される構造体の一部を示す斜視図である。It is a perspective view which shows a part of the structure to which a flexible waterproof joint which concerns on this invention is applied. 本発明に係る可撓止水継手が適用される構造体の一部を示す断面図である。It is sectional drawing which shows a part of the structure to which the flexible waterproof joint which concerns on this invention is applied. 本発明に係る可撓止水継手の設置状況を示す断面図である。It is sectional drawing which shows the installation state of the flexible water stop joint which concerns on this invention. 隣接する構造体要素が離隔方向に相対移動した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。It is sectional drawing which shows the deformation state of the flexible water stop joint which concerns on this invention when the adjacent structural element moves relative to each other in the separation direction. 隣接する構造体要素の間で不等沈下が発生した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。It is sectional drawing which shows the deformation state of the flexible water stop joint which concerns on this invention when unequal settlement occurs between adjacent structure elements. 隣接する構造体要素の互いに対向するそれぞれの端面の周縁部に傾斜面を設けたことによる利点を説明する図であって、(A)は本発明に関するものであり、(B)は比較例に関するものである。It is a figure explaining the advantage by providing the inclined surface at the peripheral edge of each end face of the adjacent structure element facing each other, (A) is related to this invention, (B) is about a comparative example. It is a thing. 隣接する構造体要素の接近方向に相対移動した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。It is sectional drawing which shows the deformation state of the flexible water stop joint which concerns on this invention when the adjacent structural element moves relative to each other in the approaching direction. 本発明の異なる実施の形態による可撓止水継手の設置状況を示す断面図である。It is sectional drawing which shows the installation state of the flexible water stop joint by the different embodiment of this invention.

図1は本発明に係る可撓止水継手が適用される構造体の一部を示す斜視図であり、図2は本発明に係る可撓止水継手が適用される構造体の一部を示す断面図であり、図3は本発明に係る可撓止水継手の設置状況を示す断面図である。 FIG. 1 is a perspective view showing a part of a structure to which the flexible waterproof joint according to the present invention is applied, and FIG. 2 is a part of a structure to which the flexible waterproof joint according to the present invention is applied. It is a cross-sectional view which shows, and FIG. 3 is a cross-sectional view which shows the installation state of the flexible water stop joint which concerns on this invention.

図1及び図2に示す構造体Sは、構造体要素1A(1B)としてボックスカルバートを用い、それらを複数個接続して構築した下水管である。構造体要素1A(1B)であるボックスカルバートは、プレキャストコンクリートから成る四角筒状体であり、その内壁面2が排水等を流動させる流路の形成面となっている。又、本例では、内壁面2と端面5との間に、段差部3及び傾斜面4が形成されている。 The structure S shown in FIGS. 1 and 2 is a sewer pipe constructed by using box culvert as the structure element 1A (1B) and connecting a plurality of them. The box culvert which is the structure element 1A (1B) is a square tubular body made of precast concrete, and the inner wall surface 2 thereof is a forming surface of a flow path through which drainage or the like flows. Further, in this example, a stepped portion 3 and an inclined surface 4 are formed between the inner wall surface 2 and the end surface 5.

本例では、図3に示すように、構造体要素1A(1B)の端部に配設した型枠10A(10B)によって、端面5A(5B)の一部から内壁面2A(2B)の一部にわたる表面を覆うものとした。即ち、型枠10A(10B)は、内壁面2A(2B)から連なる垂直部分11A(11B)、水平部分12A(12B)、及び、傾斜部分13A(13B)を有し、これらの表面が段差部3A(3B)及び傾斜面4A(4B)を形成している。型枠10A(10B)は、樹脂塗装した鉄鋼等の金属製であり、コンクリートを打設する際に、構造体要素1A(1B)における端部側の一部を形成する成形型として機能する。型枠10A(10B)が傾斜部分13A(13B)を有することにより、構造体要素1A(1B)を接続して構造体を構築した際には、対向する傾斜面4A(4B)によって隣接する構造体要素1A(1B)間に断面V字状の収納空間6が形成される。又、隣接する構造体要素1A、1Bそれぞれの端面5A、5B間は、発泡樹脂、アスファルト瀝青材等を用いた目地材30を充填して、両者間を水密的に閉塞している。 In this example, as shown in FIG. 3, a part of the end surface 5A (5B) to one of the inner wall surfaces 2A (2B) is formed by the formwork 10A (10B) arranged at the end of the structure element 1A (1B). It was supposed to cover the surface over the part. That is, the mold 10A (10B) has a vertical portion 11A (11B), a horizontal portion 12A (12B), and an inclined portion 13A (13B) that are continuous from the inner wall surface 2A (2B), and these surfaces are stepped portions. It forms 3A (3B) and an inclined surface 4A (4B). The formwork 10A (10B) is made of a metal such as resin-coated steel, and functions as a molding die that forms a part of the structure element 1A (1B) on the end side when concrete is cast. Since the formwork 10A (10B) has the inclined portion 13A (13B), when the structure elements 1A (1B) are connected to construct the structure, the structures adjacent to each other by the opposing inclined surfaces 4A (4B). A storage space 6 having a V-shaped cross section is formed between the body elements 1A (1B). Further, the end faces 5A and 5B of the adjacent structural elements 1A and 1B are filled with a joint material 30 using a foamed resin, an asphalt bituminous material, or the like, and the two are watertightly closed.

型枠10A(10B)は、水平部分12の適所に開孔(不図示)が形成され、開孔が形成された位置の裏面側に、ネジ孔を有するナット部材26A(26B)が溶接等で取着される。このナット部材26A(26B)には、屈曲部を有するアンカー部材27A(27B)が、螺合、溶接等の適宜手段で連結されている。ナット部材26A(26B)のネジ孔には、固定用ボルト23A(23B)が、水平部分12A(12B)の開孔を介して螺合される。構造体要素1A(1B)を製作するため、型枠10A(10B)を利用してコンクリートを打設すると、コンクリートに埋設されたアンカー部材27A(27B)の屈曲部が投錨効果を発揮して、型枠10A(10B)が構造体要素1A(1B)から脱落するのを防止する。尚、型枠10A(10B)における垂直部分11A(11B)の裏面側には、打設したコンクリートが流出するのを防止するための流動阻止材50A(50B)が配置されている。 In the formwork 10A (10B), holes (not shown) are formed at appropriate positions in the horizontal portion 12, and nut members 26A (26B) having screw holes are welded or the like on the back surface side of the positions where the holes are formed. Be attached. An anchor member 27A (27B) having a bent portion is connected to the nut member 26A (26B) by an appropriate means such as screwing or welding. A fixing bolt 23A (23B) is screwed into the screw hole of the nut member 26A (26B) through the opening of the horizontal portion 12A (12B). When concrete is cast using the formwork 10A (10B) in order to manufacture the structure element 1A (1B), the bent portion of the anchor member 27A (27B) embedded in the concrete exerts an anchoring effect. Prevents the formwork 10A (10B) from falling off from the structure element 1A (1B). A flow blocking material 50A (50B) for preventing the cast concrete from flowing out is arranged on the back surface side of the vertical portion 11A (11B) in the formwork 10A (10B).

隣接する構造体要素1A、1B間に跨って固定される可撓止水継手20は、止水性及び可撓性を有するシート状部材から成り、その幅方向の中間部に一方面(裏面)側へ突出するように折り畳まれた折り畳み部21aを有する本体部21と、本体部21をその幅方向の両端部付近で隣接する構造体要素1A、1Bそれぞれに固定する固定部材とを含む。 The flexible waterproof joint 20 fixed across the adjacent structural elements 1A and 1B is made of a sheet-like member having water-stopping and flexibility, and is on one side (back surface) side in the middle portion in the width direction. It includes a main body portion 21 having a folded portion 21a folded so as to project to, and a fixing member for fixing the main body portion 21 to adjacent structural elements 1A and 1B in the vicinity of both ends in the width direction thereof.

本例の固定部材は、型枠10A(10B)に固定したナット部材26A(26B)に螺合される固定用ボルト23A(23B)と、本体部21の他方面(表面)側において、折り畳み部21aの少なくとも一部を覆うことのできる長さを有する板状の押さえ部材25A(25B)とで構成される。固定用ボルト23A(23B)を、ワッシャ24A(24B)及び本体部21の表面上に配置した押さえ部材25A(25B)を貫通して、ナット部材26A(26B)に螺合させ締め付けることにより、本体部21の両端部付近それぞれが構造体要素1A(1B)それぞれに固定される。尚、対向する押さえ部材25A、25Bの間には間隙が形成される。この間隙の寸法は、隣接する構造体要素1A、1Bの各端面5A、5B間の距離以上に設定される。これにより、構造体要素1A、1Bどうしが接近方向へ位置変位したときに、押さえ部材25A、25Bどうしが衝突するのを避けることができる。 The fixing member of this example is a fixing bolt 23A (23B) screwed into a nut member 26A (26B) fixed to the mold 10A (10B), and a folding portion on the other surface (surface) side of the main body portion 21. It is composed of a plate-shaped pressing member 25A (25B) having a length capable of covering at least a part of 21a. The fixing bolt 23A (23B) penetrates the washer 24A (24B) and the pressing member 25A (25B) arranged on the surface of the main body 21, and is screwed and tightened to the nut member 26A (26B) to tighten the main body. Each of the vicinity of both ends of the portion 21 is fixed to each of the structure elements 1A (1B). A gap is formed between the opposing pressing members 25A and 25B. The dimension of this gap is set to be equal to or greater than the distance between the end faces 5A and 5B of the adjacent structure elements 1A and 1B. As a result, it is possible to prevent the pressing members 25A and 25B from colliding with each other when the structure elements 1A and 1B are displaced in the approaching direction.

本体部21は、止水性と可撓性とを備えるシート状部材で構成されるが、これには例えば、ゴムシートの内部に高強度繊維を埋設した構造のシート材料が使用される。このような構成のシート状部材は、ゴム材料が不透水性、耐薬品性及び耐候性を発揮し、高強度繊維が優れた耐引張強度を発揮するから、物理的にも化学的にも安定であり、下水管等を構成する構造体要素間の止水部材として好適である。本体部21は、本例では中間部を2回折り返して形成した折り畳み部21aを有する。折り畳み部21aは、本体部21の一方面側(裏面側)に突出するような折り返し状態に形成される。従って、折り畳み部21aは、本体部21の装着状態において、隣接する構造体要素1A(1B)間に形成される断面V字状の収納空間6に収納される。折り畳み部21aは、自然状態で折り畳み状態を維持できる仮止め手段を備える。これは例えば、折り畳み部21aにおける本体部21の表面どうしが互いに接する部分を例えばホットメルト等により接着した仮止め部21bである。仮止め部21bは、自然状態では折り畳み状態を維持し、本体部21に伸張方向の外力が作用したときには容易に分離する程度の比較的弱い接着力で接着されている。従って、構造体要素1A、1B間に離隔方向の位置変位が生じて本体部21が伸張方向へ引っ張られたときには、この位置変位に追従するように、仮止め部21bが分離して折り畳み部21aが展開する。尚、折り畳み部21aの折り返し回数及び折り返し幅は、構造体要素1A、1B間の予測される位置変位量に基づいて設定される。 The main body 21 is composed of a sheet-like member having water-stopping property and flexibility, and for example, a sheet material having a structure in which high-strength fibers are embedded inside a rubber sheet is used. In the sheet-like member having such a structure, the rubber material exhibits water impermeability, chemical resistance and weather resistance, and the high-strength fiber exhibits excellent tensile strength, so that it is physically and chemically stable. Therefore, it is suitable as a water blocking member between structural elements constituting a sewer pipe or the like. In this example, the main body portion 21 has a folded portion 21a formed by folding back the intermediate portion twice. The folded portion 21a is formed in a folded state so as to project toward one surface side (back surface side) of the main body portion 21. Therefore, the folded portion 21a is stored in the storage space 6 having a V-shaped cross section formed between the adjacent structural elements 1A (1B) in the mounted state of the main body portion 21. The folded portion 21a is provided with a temporary fixing means capable of maintaining the folded state in a natural state. This is, for example, a temporary fixing portion 21b in which the portions of the folded portion 21a where the surfaces of the main body portions 21 are in contact with each other are bonded to each other by, for example, hot melt. The temporary fixing portion 21b is adhered with a relatively weak adhesive force that maintains the folded state in the natural state and is easily separated when an external force in the extension direction acts on the main body portion 21. Therefore, when a position displacement in the separation direction occurs between the structure elements 1A and 1B and the main body portion 21 is pulled in the extension direction, the temporary fixing portion 21b is separated and the folding portion 21a is separated so as to follow this position displacement. Expands. The number of folds and the fold width of the folded portion 21a are set based on the predicted positional displacement between the structure elements 1A and 1B.

更に、本体部21には、固定用ボルト23A(23B)を挿通させる開孔(不図示)が形成されると共に、この開孔の周囲を囲む環状の凸部21cが形成される。この環状の凸部21cは、型枠10A(10B)の表面に当接して、開孔周囲の止水性を向上させる。 Further, the main body 21 is formed with an opening (not shown) through which the fixing bolt 23A (23B) is inserted, and an annular convex portion 21c surrounding the perimeter of the opening is formed. The annular convex portion 21c abuts on the surface of the mold 10A (10B) to improve the water stopping property around the opening.

更に本例では、本体部21の表面側に、保護シート22が積層される。この保護シート22は、本体部21よりも厚みが薄く、弾性的に容易に伸張できるものであり、例えば、ゴム、ポリエチレン等の合成樹脂、及び、内部に繊維等の補強材を埋設したゴムや合成樹脂等の材質で形成される。 Further, in this example, the protective sheet 22 is laminated on the surface side of the main body 21. The protective sheet 22 is thinner than the main body 21 and can be easily stretched elastically. For example, a synthetic resin such as rubber or polyethylene, or a rubber having a reinforcing material such as a fiber embedded therein or the like. It is made of a material such as synthetic resin.

上述のように構成される可撓止水継手20の設置手順を以下に説明する。図3を参照して、構造体を構築する構造体要素1A、1Bどうしは、例えば、コンクリート躯体内に予め配設した丸棒状の鋼材(不図示)どうしを連結する構造等の、公知の方法によって接続される。隣接する構造体要素1A、1B間は目地材30で充填される。可撓止水継手20は、その本体部21が、折り畳み部21aを収納空間6に収納させた姿勢で、対向する型枠10A、10Bそれぞれの表面上に配置される。このとき、折り畳み部21aが鉛直下方に向けられたとしても、その折り畳み状態は仮止め部21bによって維持され展開することがないので、施工作業を円滑に行うことができる。 The installation procedure of the flexible waterproof joint 20 configured as described above will be described below. With reference to FIG. 3, the structure elements 1A and 1B for constructing the structure are known methods such as, for example, a structure in which round bar-shaped steel materials (not shown) arranged in advance in the concrete skeleton are connected to each other. Connected by. The space between the adjacent structural elements 1A and 1B is filled with the joint material 30. The flexible water blocking joint 20 is arranged on the surfaces of the opposing formwork 10A and 10B in a posture in which the main body portion 21 of the flexible water blocking joint 20 is housed in the storage space 6 of the folding portion 21a. At this time, even if the folded portion 21a is directed vertically downward, the folded state is maintained by the temporary fixing portion 21b and does not unfold, so that the construction work can be smoothly performed.

本体部21の上(表面側)には保護シート22が積層される。又、本体部21の端縁部に沿って、シールパッキン40A(40B)が配設される。そして、保護シート22の上に押さえ部材25A(25B)及びワッシャ24A(24B)を配置した後、固定用ボルト23A(23B)を、ワッシャ24A(24B)、押さえ部材25A(25B)、保護シート22、本体部21及び型枠10A(10B)を挿通させて、ナット部材26A(26B)に螺合させ締め付ける。これにより、本体部21が、型枠10A(10B)と押さえ部材25A(25B)とで挟持されて構造体要素1A(1B)それぞれに固定される。本体部21、型枠10A(10B)、及び押さえ部材25A(25B)は互いに平坦面で密接するから、優れた止水性能を発揮することができる。 A protective sheet 22 is laminated on the main body 21 (front surface side). Further, the seal packing 40A (40B) is arranged along the edge portion of the main body portion 21. Then, after arranging the pressing member 25A (25B) and the washer 24A (24B) on the protective sheet 22, the fixing bolt 23A (23B) is attached to the washer 24A (24B), the pressing member 25A (25B), and the protective sheet 22. , The main body 21 and the mold 10A (10B) are inserted, screwed into the nut member 26A (26B), and tightened. As a result, the main body 21 is sandwiched between the formwork 10A (10B) and the pressing member 25A (25B) and fixed to each of the structure elements 1A (1B). Since the main body 21, the mold 10A (10B), and the pressing member 25A (25B) are in close contact with each other on a flat surface, excellent water stopping performance can be exhibited.

このように構成された可撓止水継手は、構造体が下水管の場合、構造体要素間の接続部分を覆って、管路内を流動する排水が外部へ漏出するのを阻止する。本体部における流路に面する表面側は凹凸の少ない形態であるため、排水やゴミが停留しにくく、排水の流動性を阻害するおそれが少ない。折り畳み部は本体部をその表面と平行な方向に沿って折り返して形成したものであるから、本体部の厚みを比較的薄くすることができる。このため、折り畳み部を収納する収納空間の高さを低くでき、型枠自体の高さ寸法を小さくして小型化することが可能となる。型枠を小型化できると、構造体要素をコンクリートで製作する際に型枠と鉄筋との干渉が減少するので、躯体設計の自由度が向上すると共に、鉄筋の配設作業が容易になる。又、型枠の小型化により、打設したコンクリートに対するバイブレータ処理を行い易くなる。 When the structure is a sewer pipe, the flexible waterproof joint configured in this way covers the connecting portion between the structure elements and prevents the drainage flowing in the pipe from leaking to the outside. Since the surface side of the main body facing the flow path has a shape with few irregularities, it is difficult for drainage and dust to stay, and there is little risk of impeding the fluidity of the drainage. Since the folded portion is formed by folding the main body portion in a direction parallel to the surface thereof, the thickness of the main body portion can be made relatively thin. Therefore, the height of the storage space for accommodating the folded portion can be lowered, and the height dimension of the form itself can be reduced to reduce the size. If the formwork can be miniaturized, the interference between the formwork and the reinforcing bars when the structural elements are made of concrete is reduced, so that the degree of freedom in designing the skeleton is improved and the work of arranging the reinforcing bars is facilitated. In addition, the miniaturization of the formwork facilitates the vibrator treatment of the placed concrete.

本例では、型枠が傾斜面部分を有することにより、次のような利点を得ることができる。型枠は、コンクリートを打設して構造体要素を製作する際の成形型の一部として機能するが、その際、コンクリート中に発生する気泡が傾斜部分には停留しにくいため、空気溜まりを減少させることができる。傾斜部分には打設したコンクリートが流入しやすいから、コンクリートが型枠の裏面側へ充填されやすくなり、それだけ空気溜まりを生じさせにくい。更に、折り畳み部を収納する収納空間を凹溝状に形成する場合と比べて、型枠を軽量化することができる。 In this example, the following advantages can be obtained by having the mold having an inclined surface portion. The formwork functions as a part of the molding mold when concrete is cast to manufacture the structural elements, but at that time, air bubbles generated in the concrete are difficult to stay on the inclined part, so that an air pool is created. Can be reduced. Since the cast concrete easily flows into the inclined portion, the concrete is easily filled on the back surface side of the formwork, and it is less likely that an air pool is generated. Further, the weight of the mold can be reduced as compared with the case where the storage space for accommodating the folded portion is formed in a concave groove shape.

更に又、本例の型枠は段差部を有することにより、可撓止水継手を構造体要素の内壁面よりも突出させないから、排水の流動性を良好に保つことができる。 Furthermore, since the formwork of this example has a stepped portion, the flexible water blocking joint does not protrude from the inner wall surface of the structural element, so that the fluidity of drainage can be kept good.

図4は、隣接する構造体要素が離隔方向に相対移動した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。 FIG. 4 is a cross-sectional view showing a deformation state of the flexible water blocking joint according to the present invention when adjacent structural elements move relative to each other in the separation direction.

図4を参照して、地盤変動等により隣接する構造体要素1A、1Bの位置が離隔方向へ相対変位し、両者間の間隔が拡大した場合、可撓止水継手20の本体部21には伸張方向の引っ張り力が作用する。これにより、仮止め部21bの接着状態が解除され、折り畳み部21aが展開可能となる。又、保護シート22は、その弾性により伸張することが可能である。従って、本体部21は、構造体要素1A、1Bの離隔に追従して折り畳み部21aを展開させることができるので、構造体要素1A、1B間に隙間が形成されたとしても、両者間を確実に止水して漏水を防止することができる。又、本例では、折り畳み部21aにおける折り返し量を十分に確保して伸張可能量を大きくできるから、従来よりも構造体要素1A、1Bの離隔量が大きくても対応可能である。折り畳み部21aが表面側の凹凸が少ない形態である上に、保護シート22により表面側の平坦性が維持されるので、構造体要素1A、1Bが離隔しても、排水の流動性に支障を与えない。 With reference to FIG. 4, when the positions of adjacent structural elements 1A and 1B are displaced relative to each other in the separation direction due to ground movement or the like and the distance between the two is widened, the main body 21 of the flexible water blocking joint 20 is subjected to. A pulling force in the stretching direction acts. As a result, the adhesive state of the temporarily fixed portion 21b is released, and the folded portion 21a can be unfolded. Further, the protective sheet 22 can be stretched due to its elasticity. Therefore, since the main body portion 21 can expand the folded portion 21a following the separation of the structure elements 1A and 1B, even if a gap is formed between the structure elements 1A and 1B, the space between the two can be ensured. It is possible to stop water and prevent water leakage. Further, in this example, since the amount of folding back at the folded portion 21a can be sufficiently secured and the amount of extendability can be increased, it is possible to cope with a larger amount of separation of the structure elements 1A and 1B than in the conventional case. Since the folded portion 21a has a form with less unevenness on the surface side and the flatness on the surface side is maintained by the protective sheet 22, even if the structure elements 1A and 1B are separated, the fluidity of drainage is hindered. Do not give.

図5は、隣接する構造体要素の間で不等沈下が発生した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。 FIG. 5 is a cross-sectional view showing a deformation state of the flexible water blocking joint according to the present invention when unequal settlement occurs between adjacent structural elements.

図5を参照して、地盤の不等沈下により隣接する構造体要素1A、1Bの相対位置が鉛直方向へ相対変位した場合、可撓止水継手20の本体部21には鉛直方向のずれ力が作用する。これにより、折り畳み部21aが変形し、鉛直方向の変位量が大きい場合は仮止め部21bの接着状態が解除され、折り畳み部21aが展開可能となる。このとき、本体部21における折り畳み部21aの表面側は押さえ部材25A、25Bによって覆われ、表面側へ突出するのが阻止されるから、表面形状が複雑になるのを回避できる。このとき、保護シート22は、その弾性により追従して変形することが可能である。従って、本体部21は、構造体要素1A、1Bの位置変位に追従して折り畳み部21aを変形及び展開させることができるので、構造体要素1A、1B間に大きな位置変位が生じたとしても、両者間を確実に止水して漏水を防止することができる。又、折り畳み部21aにより伸張可能量を大きくできるから、従来よりも大きな構造体要素1A、1Bの位置変位に対応可能である。更に、保護シート22が表面側形状の複雑化を回避して、排水の流動性が大きく損なわれるのを防止する。 With reference to FIG. 5, when the relative positions of adjacent structural elements 1A and 1B are displaced in the vertical direction due to uneven subsidence of the ground, a vertical displacement force is applied to the main body 21 of the flexible water blocking joint 20. Works. As a result, when the folded portion 21a is deformed and the amount of displacement in the vertical direction is large, the adhesive state of the temporarily fixed portion 21b is released, and the folded portion 21a can be unfolded. At this time, the surface side of the folded portion 21a of the main body portion 21 is covered with the pressing members 25A and 25B to prevent the folded portion 21a from protruding toward the surface side, so that it is possible to avoid complicating the surface shape. At this time, the protective sheet 22 can follow and deform due to its elasticity. Therefore, since the main body portion 21 can deform and unfold the folded portion 21a following the positional displacement of the structural elements 1A and 1B, even if a large positional displacement occurs between the structural elements 1A and 1B, the folding portion 21a can be deformed and unfolded. Water can be reliably stopped between the two to prevent water leakage. Further, since the extendable amount can be increased by the folding portion 21a, it is possible to cope with the positional displacement of the structural elements 1A and 1B larger than those in the conventional case. Further, the protective sheet 22 avoids the complication of the surface side shape and prevents the fluidity of the wastewater from being significantly impaired.

図6は、隣接する構造体要素の互いに対向するそれぞれの端面の周縁部に傾斜面を設けたことによる利点を説明する図であって、(A)は本発明に関するものであり、(B)は比較例である。即ち、図6の(A)は、構造体要素1A、1Bの対向するそれぞれの端面5A、5Bの周縁部に傾斜面4A、4Bが形成されている場合を示し、(B)は、構造体要素1C、1Dの対向するそれぞれの端面5C、5Dが垂直面のみで形成されている場合を示している。尚、図6では、説明に必要な構成だけを簡略化して示している。 6A and 6B are views for explaining the advantages of providing an inclined surface on the peripheral edge of each end surface of adjacent structural elements facing each other, in which FIG. 6A relates to the present invention and FIG. 6B shows the present invention. Is a comparative example. That is, FIG. 6A shows a case where inclined surfaces 4A and 4B are formed on the peripheral edges of the opposite end faces 5A and 5B of the structure elements 1A and 1B, and FIG. 6B shows a structure. The case where the opposite end faces 5C and 5D of the elements 1C and 1D are formed only by the vertical plane is shown. In FIG. 6, only the configuration necessary for the explanation is shown in a simplified manner.

構造体要素が傾斜面部分を有することによる利点は次の通りである。図6を参照して、隣接する構造体要素間に不等沈下が生じ、可撓止水継手20の本体部21が伸び切った状態を想定する。(A)と(B)とで本体部21の長さは等しく、固定用ボルト23A、23Bによる固定位置の水平間距離も等しいものとする。(A)では、隣接する構造体要素1A、1B間に不等沈下が生じたとき、本体部21は、傾斜面4A、4B間に形成された収納空間6を経由するように折れ曲がって伸張することができる。これに対し(B)では、本体部21は、沈下後の上位にある構造体要素1Cの角部の位置で折れ曲がった状態で伸張することになる。両者を比較すると、本体部21が伸び切った状態になっている時の(A)の沈下量L1は、同様の状態となっている時の(B)の沈下量L2よりも大きくなることが理解される。即ち本例のように、隣接する構造体要素それぞれに傾斜面を形成しておくことによって、可撓止水継手が対応し得る沈下量を増大させることができると言うことができる。これは別の見方をすると、隣接する構造体要素それぞれに傾斜面を形成しておくことによって、所定の沈下量に対応するために必要な可撓止水継手の最大長さ(伸びきった状態の長さ)を短縮化できると言うこともできる。 The advantages of having a structure element with an inclined surface portion are as follows. With reference to FIG. 6, it is assumed that unequal subsidence occurs between adjacent structural elements and the main body 21 of the flexible water blocking joint 20 is fully extended. It is assumed that the lengths of the main body 21 are the same in (A) and (B), and the horizontal distance between the fixing positions by the fixing bolts 23A and 23B is also the same. In (A), when unequal subsidence occurs between the adjacent structural elements 1A and 1B, the main body 21 bends and extends so as to pass through the storage space 6 formed between the inclined surfaces 4A and 4B. be able to. On the other hand, in (B), the main body portion 21 is extended in a bent state at the position of the corner portion of the structure element 1C which is located above the subsidence. Comparing the two, the subsidence amount L1 in (A) when the main body 21 is in the fully extended state may be larger than the subsidence amount L2 in (B) when the main body 21 is in the same state. Understood. That is, it can be said that the amount of subsidence that the flexible waterproof joint can handle can be increased by forming an inclined surface for each of the adjacent structural elements as in this example. From another point of view, the maximum length of the flexible waterproof joint (extended state) required to cope with a predetermined amount of subsidence by forming an inclined surface for each of adjacent structural elements. It can also be said that the length) can be shortened.

図7は、隣接する構造体要素の接近方向に相対移動した場合における、本発明に係る可撓止水継手の変形状況を示す断面図である。 FIG. 7 is a cross-sectional view showing a deformation state of the flexible water blocking joint according to the present invention when the adjacent structural elements move relative to each other in the approaching direction.

図7を参照して、地盤変動で隣接する構造体要素1A、1Bが接近する方向へ相対変位した場合、可撓止水継手20の本体部21には圧縮方向の力が作用する。これにより、折り畳み部21aは拡径するように変形する。このとき、本体部21における折り畳み部21aの表面側は押さえ部材25A、25Bによって覆われ、表面側へ突出するのが阻止されるから、表面形状が複雑になるのを回避できる。但し保護シート22は、その弾性により多少表面側へ膨出するように変形するが、その影響は小さいと考えられる。このように構造体要素1A、1Bが接近方向に位置変位しても、本体部21はこれに追従するよう折り畳み部21aを変形させることができるので、構造体要素1A、1B間を確実に止水して漏水を防止することができる。 With reference to FIG. 7, when the adjacent structural elements 1A and 1B are relatively displaced in the approaching direction due to the ground movement, a force in the compression direction acts on the main body 21 of the flexible water blocking joint 20. As a result, the folded portion 21a is deformed so as to expand its diameter. At this time, the surface side of the folded portion 21a of the main body portion 21 is covered with the pressing members 25A and 25B to prevent the folded portion 21a from protruding toward the surface side, so that it is possible to avoid complicating the surface shape. However, the protective sheet 22 is deformed so as to bulge toward the surface side due to its elasticity, but the influence is considered to be small. Even if the structure elements 1A and 1B are displaced in the approaching direction in this way, the main body 21 can deform the folded portion 21a so as to follow the position, so that the structure elements 1A and 1B can be reliably stopped. Water can be used to prevent water leakage.

但し、構造体要素1A、1Bが過度に接近すると、各端面5A、5B間に配置された目地材30が強く圧縮され、その反力で端面5A、5Bに損傷を与えるおそれがあると考えられる。しかるに本例では、端面5A、5Bと、本体部21を固定している固定用ボルト23A(23B)及びナット部材26A(26B)の位置との間に傾斜面4A,4Bが形成されており、この傾斜面4A、4Bどうしが、構造体要素1A、1Bが接近しても決して当接することはない。このため仮に、構造体要素1A、1Bの接近により端面5A、5B間に損傷を受けるような大きな圧縮力が作用したとしても、その影響が固定用ボルト23A(23B)及びナット部材26A(26B)の位置まで及ぶおそれがないから、可撓止水継手20の止水性能が損なわれることがない。すなわち、構造体要素1A、1Bの接近方向の位置変位に対しても、確実に漏水を防止することができるものである。 However, if the structural elements 1A and 1B are excessively close to each other, the joint material 30 arranged between the end faces 5A and 5B is strongly compressed, and the reaction force may damage the end faces 5A and 5B. .. However, in this example, inclined surfaces 4A and 4B are formed between the end faces 5A and 5B and the positions of the fixing bolts 23A (23B) and the nut members 26A (26B) fixing the main body 21. The inclined surfaces 4A and 4B never come into contact with each other even if the structural elements 1A and 1B approach each other. Therefore, even if a large compressive force that damages the end faces 5A and 5B due to the approach of the structural elements 1A and 1B acts, the influence is affected by the fixing bolt 23A (23B) and the nut member 26A (26B). Since there is no possibility of reaching the position of, the water stopping performance of the flexible water blocking joint 20 is not impaired. That is, water leakage can be reliably prevented even with respect to the positional displacement of the structural elements 1A and 1B in the approaching direction.

図8は、本発明の異なる実施の形態による可撓止水継手の設置状況を示す断面図である。 FIG. 8 is a cross-sectional view showing an installation state of a flexible waterproof joint according to a different embodiment of the present invention.

可撓止水継手の折り畳み部の形態は、本体部の一方面(裏面)側へ突出する形態であれば、折り返し方向は適宜変更することができる。図8に示す可撓止水継手200は、本体部21の中間において、表面側から裏面側へ向かう方向に本体部21を複数回折り返して折り畳み部21dを形成したものである。この例においても、本体部21の表面側は凹凸の少ない形状となっている。又、仮止め部21eを設けることで、自然状態では折り畳み部21dの折り畳み状態が維持され、本体部21に引っ張り力が作用したときには折り畳み部21dが展開して伸張することが可能となっている。 As long as the shape of the folded portion of the flexible waterproof joint is such that it projects toward one side (back surface) side of the main body portion, the folding direction can be appropriately changed. The flexible waterproof joint 200 shown in FIG. 8 is formed by folding back a plurality of main body portions 21 in the direction from the front surface side to the back surface side in the middle of the main body portion 21 to form a folded portion 21d. Also in this example, the surface side of the main body 21 has a shape with few irregularities. Further, by providing the temporary fixing portion 21e, the folded state of the folded portion 21d is maintained in the natural state, and when a tensile force acts on the main body portion 21, the folded portion 21d can be expanded and expanded. ..

尚、前述の実施の形態では、本体部の表面側に押さえ部材を配置したが、これを省略してもよい。又、本体部の折り畳み部の仮止め部を省略してもよい。 In the above-described embodiment, the pressing member is arranged on the surface side of the main body, but this may be omitted. Further, the temporary fixing portion of the folded portion of the main body portion may be omitted.

型枠に傾斜部分を設けたが、この部分を、断面が曲線を描く湾曲面としてもよい。又、型枠の段差部を省略してもよい。更には、構造体要素をコンクリートで打設した後、型枠を取り外すようにしてもよい。 Although the mold is provided with an inclined portion, this portion may be a curved surface having a curved cross section. Further, the stepped portion of the formwork may be omitted. Further, the formwork may be removed after the structural elements are cast with concrete.

更に、本発明は、コンクリート製の構造体以外に、合成樹脂製、金属製の構造体に適用することも可能である。 Further, the present invention can be applied to a structure made of synthetic resin or metal in addition to the structure made of concrete.

S…構造体
1A、1B…構造体要素
2、2A、2B…内壁面
3、3A、3B…段差部
4、4A、4B…傾斜面
5、5A、5B…端面
6…収納空間
10、10A、10B…型枠
11A、11B…垂直部分
12A、12B…水平部分
13A、13B…傾斜部分
20、200…可撓止水継手
21…本体部
21a、21d…折り畳み部
21b、21e…仮止め部
21c…凸部
22…保護シート
23A、23B…固定用ボルト
24A、24B…ワッシャ
25A、25B…押さえ部材
26A、26B…ナット部材
27A、27B…アンカー部材
30…目地材
40A、40B…シールパッキン
50A、50B…流動阻止材
尚、各図中同一符号は同一又は相当部分を示す。
S ... structure 1A, 1B ... structure element 2, 2A, 2B ... inner wall surface 3, 3A, 3B ... stepped portion 4, 4A, 4B ... inclined surface 5, 5A, 5B ... end surface 6 ... storage space 10, 10A, 10B ... Mold 11A, 11B ... Vertical part 12A, 12B ... Horizontal part 13A, 13B ... Inclined part 20,200 ... Flexible waterproof joint 21 ... Main body part 21a, 21d ... Folding part 21b, 21e ... Temporary fixing part 21c ... Convex part 22 ... Protective sheet 23A, 23B ... Fixing bolt 24A, 24B ... Washer 25A, 25B ... Holding member 26A, 26B ... Nut member 27A, 27B ... Anchor member 30 ... Joint material 40A, 40B ... Seal packing 50A, 50B ... Flow blocking material The same reference numerals in each figure indicate the same or corresponding parts.

Claims (5)

複数個の構造体要素を接続して構築される構造体において、隣接する前記構造体要素間に跨って固定される可撓止水継手であって、
前記可撓止水継手は、止水性及び可撓性を有するシート状部材から成り、その幅方向の中間部に一方面側へ突出するように折り畳まれた折り畳み部を有する本体部と、前記本体部をその幅方向の両端部付近で隣接する前記構造体要素それぞれに固定する固定部材とを含み、
隣接する前記構造体要素は、互いに対向するそれぞれの端面の周縁部に傾斜面が設けられ、対向する前記傾斜面によって、隣接する前記構造体要素間に溝状の収納空間が形成され、
前記本体部は、前記折り畳み部が前記収納空間に収納されるように配置された状態で、前記固定部材によって隣接する前記構造体要素それぞれに固定される、可撓止水継手。
In a structure constructed by connecting a plurality of structural elements, it is a flexible water blocking joint that is fixed across the adjacent structural elements.
The flexible water-stopping joint is composed of a sheet-like member having water-stopping and flexibility, and has a main body portion having a folded portion folded so as to project to one side in an intermediate portion in the width direction thereof, and the main body. Includes fixing members that secure the portions to each of the adjacent structural elements near both ends in the width direction.
The adjacent structural elements are provided with inclined surfaces at the peripheral edges of their respective end faces facing each other, and the opposing inclined surfaces form a groove-shaped storage space between the adjacent structural elements.
The main body is a flexible waterproof joint that is fixed to each of the adjacent structural elements by the fixing member in a state where the folded portion is arranged so as to be housed in the storage space.
前記構造体要素は、その内壁面と前記傾斜面との間に更に段差部を備え、
前記本体部は、前記段差部において、前記固定手段により前記構造体要素に固定される、請求項1記載の可撓止水継手。
The structural element is further provided with a stepped portion between its inner wall surface and the inclined surface.
The flexible waterproof joint according to claim 1, wherein the main body portion is fixed to the structure element by the fixing means at the step portion.
前記固定部材は、前記本体部の前記他方面側において、前記折り畳み部の少なくとも一部を覆う押さえ部材をさらに含む、請求項1又は請求項2記載の可撓止水継手。 The flexible waterproof joint according to claim 1 or 2, wherein the fixing member further includes a pressing member that covers at least a part of the folded portion on the other surface side of the main body portion. 前記折り畳み部は、隣接する前記構造体要素が相対移動するまで、折り畳み状態を維持する仮止め手段を備える、請求項1から請求項3のいずれかに記載の可撓止水継手。 The flexible waterproof joint according to any one of claims 1 to 3, wherein the folded portion includes a temporary fixing means for maintaining a folded state until the adjacent structural elements move relative to each other. 前記構造体要素における前記端面の一部から前記内壁面の一部にわたる表面を覆う型枠を更に含み、前記本体部が前記型枠の表面に配置される、請求項1から請求項4のいずれかに記載の可撓止水継手。 Any of claims 1 to 4, further comprising a formwork covering the surface of the structure element from a part of the end face to a part of the inner wall surface, and the main body portion is arranged on the surface of the formwork. Flexible waterproof joint described in Crab.
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5463223U (en) * 1977-10-13 1979-05-04
JPS55123078A (en) * 1979-03-10 1980-09-22 Seibu Polymer Kasei Kk Joint of closed conduit
JPS55129689A (en) * 1979-03-27 1980-10-07 Seibu Polymer Kasei Kk Joint for pipeline
JPH11350888A (en) * 1998-04-10 1999-12-21 Tokyo Fabric Kogyo Kk Connection device and method for casing unit, and connection structure thereof
JP2000027272A (en) * 1998-07-10 2000-01-25 Hayakawa Rubber Co Ltd Joint structure for concrete structure and band joint used therefor
JP2001164590A (en) * 1999-12-06 2001-06-19 Sumitomo Rubber Ind Ltd Flexible rubber joint
JP2013011060A (en) * 2011-06-28 2013-01-17 Seibu Polymer Corp Precast flexible box culvert and construction method thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3537369B2 (en) 2000-01-20 2004-06-14 西武ポリマ化成株式会社 Culvert fittings

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5463223U (en) * 1977-10-13 1979-05-04
JPS55123078A (en) * 1979-03-10 1980-09-22 Seibu Polymer Kasei Kk Joint of closed conduit
JPS55129689A (en) * 1979-03-27 1980-10-07 Seibu Polymer Kasei Kk Joint for pipeline
JPH11350888A (en) * 1998-04-10 1999-12-21 Tokyo Fabric Kogyo Kk Connection device and method for casing unit, and connection structure thereof
JP2000027272A (en) * 1998-07-10 2000-01-25 Hayakawa Rubber Co Ltd Joint structure for concrete structure and band joint used therefor
JP2001164590A (en) * 1999-12-06 2001-06-19 Sumitomo Rubber Ind Ltd Flexible rubber joint
JP2013011060A (en) * 2011-06-28 2013-01-17 Seibu Polymer Corp Precast flexible box culvert and construction method thereof

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