JP3921507B2 - Water stop structure - Google Patents

Water stop structure Download PDF

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Publication number
JP3921507B2
JP3921507B2 JP24174198A JP24174198A JP3921507B2 JP 3921507 B2 JP3921507 B2 JP 3921507B2 JP 24174198 A JP24174198 A JP 24174198A JP 24174198 A JP24174198 A JP 24174198A JP 3921507 B2 JP3921507 B2 JP 3921507B2
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JP
Japan
Prior art keywords
joint
water
water stop
joint material
extra length
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 - Lifetime
Application number
JP24174198A
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Japanese (ja)
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JP2000064446A (en
Inventor
高雄 師
好生 西野
克正 徳淵
久雄 阿部
睦男 久保
恒久 野口
眞 亀井
英二 高田
克之 出羽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Metropolitan Government
Shimizu Corp
Shibata Industrial Co Ltd
Original Assignee
Tokyo Metropolitan Government
Shimizu Corp
Shibata Industrial Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Metropolitan Government, Shimizu Corp, Shibata Industrial Co Ltd filed Critical Tokyo Metropolitan Government
Priority to JP24174198A priority Critical patent/JP3921507B2/en
Publication of JP2000064446A publication Critical patent/JP2000064446A/en
Application granted granted Critical
Publication of JP3921507B2 publication Critical patent/JP3921507B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
本発明は、生活用水や工業用水等を貯留する貯水池や浄水池、上下水道の水路等の連続するコンクリート凾体やコンクリート管等(本発明では凾体という。)の目地の水漏れを防止する止水構造に関する。
【0002】
【従来の技術】
凾体同志の目地からの水漏れを防止するためにその目地を目地材でふさぐ止水構造がとられている。
従来の止水構造は、図4に示す如く、連続する凾体1の目地2の奥に止水板3を設け、目地2に目地材4を詰めることが行われている。
【0003】
さらに異なる構造としては図5に示す如く、連続する凾体1の目地2を内側からふさぐようにゴム等の弾性材製の長尺帯状の目地材5を目地2の幅方向にたるみ6を形成するようにしてその側部をそれぞれ凾体1の端部に係止した構造をとっている。
このように目地材に目地の幅方向にたるみを形成して取り付けることにより、連続する凾体の不等沈下や地震等による変位に対応して止水性を確保することによって耐久性を得るようにしている。
【0004】
【発明が解決しようとする課題】
このような従来技術によると、前者の場合は、地震や不等沈下等で凾体が大きく動いた場合には目地材は追従できず、しかも止水板が破損してしまい目地本来の役目をはたせなくなる問題があり、さらに、凾体が移動すると、目地を形成する凾体の端部が互いにぶつかって破損してしまうという問題がある。
【0005】
また、後者の場合は、長尺帯状の目地材を目地に沿ってたるみを形成しながら凾体に取り付けることは、その作業性が非常にわるく、一定したたるみを縦方向に長い全長にわたって均一に形成することが難しいという問題がある。 また、水路の場合には、たるみが突出しているために流れの抵抗を受け、しかも流れに当たる部分の磨耗が大きく、さらに、取り付け個所にかかる応力も大きくなって耐久性に問題が生じている。
【0006】
さらに、弾性材は、定変位時において、図6に示す如く、圧縮力が時間とともに低下する応力緩和特性を有していることから、目地材の固定部の圧着力が低下して長期における止水機能に影響をおよぼすことになる。さらに、目地材の固定部が柔らかく、しかも止水性を長期にわたって保持するためにボルト等による固定個所間の圧着力を確保しなければならず、そのためには固定間隔を短くする必要があり、作業性が非常に悪いという問題がある。
【0007】
【課題を解決するための手段】
そこで本発明は、連続する函体の目地部を目地材で閉じて漏水を止める止水構造において、弾性材製の長尺帯状体の中程を曲折成形して長手方向に溝状の余長部を形成し、その弾性材中に応力材を1層以上埋設させて目地材を構成し、この目地材の溝状の余長部が納まる凹部を形成する切り欠きを各函体の端部に形成し、連続する函体の切り欠きによって目地部に形成された凹部に目地材の余長部を納めると共に余長部両側の係止部を函体の壁面に固着することを特徴とする。
【0008】
【発明の実施の形態】
以下に本発明の実施の形態を図面を用いて説明する。
図1は目地材を取り付けた状態の断面図、図2は目地材の斜視図、図3は目地材の断面図である。
図において、7は長尺帯状の目地材であり、天然ゴム、合成ゴム、合成樹脂等の弾性体8内に天然繊維、合成繊維、金属等の応力材9を1層もくは複数層埋設させ、長手方向中程に断面形状が略U型、V型、W型等の蛇腹型等の溝状の余長部10を形成し、その余長部10の両側に係止部11を形成する。この係止部11は強度が要求されるために、必要に応じて余長部10より応力材9の積層量をふやしておくとよい。
【0009】
また、上記の応力材9は、チェーンを網状もしくは長手方向に所定間隔に幅方向に配置したものでもよい。その場合、チェーンを構成する各リング間に隙間を形成してその隙間にも弾性体が存在するように埋設しておくとよい。
12は止水突条であり、係止部11を凾体1に係止固着した状態において止水効果を高めるためのものであり、必要に応じて設けることとする。
【0010】
このようにした目地材7を凾体1の目地部13に取り付けるに際し、目地材7の溝状の余長部10が納まる凹部14を形成する切り欠き15を各凾体1の端部に形成しておく。
なお、この切り欠き15は、余長部10が余裕をもって納まるように深くしておくと、地震や不等沈下等によって凾体1が動いたとき切り欠き15の端部が互いにぶつかってその個所が破損してもその破損片が収納できるようなスペースが形成できる。さらに、切り欠き15の形状は、図示するような直角な形状に限るものではなく、例えば凹部14形状が漏斗状やU字状となるような形状等どのような形状であってもよい。
【0011】
そこで、連続する凾体1の目地部13に目地材7を取り付けるには、図1に示す如く、連続する凾体1の切り欠き15によって目地部13に形成された凹部14に目地材7の余長部10を納め、両側の係止部11を例えばその係止孔18で凾体1の壁面にボルトとナット等の固定具16によって押さえ板17を介して締め付け固定することにより取り付ける。
【0012】
さらに、上記の如く、係止部11に応力材9の積層数を増やしておくと圧縮剛性を高めることができるために図6に示すような弾性材料特有の応力緩和現象を低減し、締め付け固定による圧着力の低下を抑えることができて長期にわたる止水性と耐久性を向上させることができる。
このように目地部13に目地材7を取り付けることにより、連続する凾体1が不等沈下や地震等による変位によって傾いたりした場合に、余長部10によって対応することができ、目地部13の止水性を保持することができる。
【0013】
また、応力材9によって、目地材7に引張応力が作用したときの対応力性が向上して破損しにくく、凾体1の不等沈下や地震等による変位に対して目地部13の保護を確実に行うことができることになる。
【0014】
【発明の効果】
以上詳細に説明した本発明によると、長尺帯状の弾性材製の目地材の長手方向の中程に溝状の余長部を形成し、その弾性材中に応力材を1層以上埋設させて構成した目地材を、連続する凾体の目地部に形成した凹部に余長部を納めて余長部両側の係止部を凾体の壁面に固着することにより、連続する凾体が変位によって傾いたりした場合に、余長部によって対応することができ、目地部の止水性を保持することができる効果を有する。
【0015】
また、余長部と係止部とを形成したために凾体への取り付け作業が容易となり、施工作業性が向上することになり、しかも、応力材を埋設させたことにより圧縮剛性が高くなり、ボルト等による固定間隔を長くすることができ、これによって固着作業が大きく向上することになる。
さらに、目地材の余長部は凾体の目地部に形成した凹部に納まるために、流水部に用いた場合には水の抵抗が小さく、その結果、目地材の磨耗が低減されて耐久性が向上し、また、貯水池等に使用した場合には干水時に砂・泥等の残留物の堆積が少なくなる。
【図面の簡単な説明】
【図1】実施の形態例を示す目地材を取り付けた状態の断面図
【図2】同目地材の斜視図
【図3】同目地材の断面図
【図4】従来例の説明図
【図5】従来例の説明図
【図6】応力緩和特性を示すグラフ
【符号の説明】
1 凾体
7 目地材
8 弾性体
9 応力材
10 余長部
11 係止部
12 止水突条
13 目地部
14 凹部
15 切り欠き
[0001]
BACKGROUND OF THE INVENTION
The present invention prevents water leakage in joints of continuous concrete bodies and concrete pipes (referred to as "body" in the present invention) such as reservoirs, water purification ponds, water supply and sewerage channels for storing domestic water, industrial water, and the like. It relates to the water stop structure.
[0002]
[Prior art]
In order to prevent water leakage from the joints of the corpses, a water-stopping structure is used to seal the joints with joint materials.
In the conventional water stop structure, as shown in FIG. 4, a water stop plate 3 is provided in the back of the joint 2 of the continuous housing 1, and the joint 2 is filled with the joint material 4.
[0003]
As a different structure, as shown in FIG. 5, a long strip-shaped joint material 5 made of an elastic material such as rubber is formed in the width direction of the joint 2 so as to block the joint 2 of the continuous casing 1 from the inside. In this manner, the side portions are respectively engaged with the end portions of the housing 1.
In this way, by forming a slack in the joint width direction on the joint material and attaching it to the joint material, it is possible to obtain durability by ensuring waterproofness in response to unequal settlement of the continuous frame or displacement due to earthquakes, etc. ing.
[0004]
[Problems to be solved by the invention]
According to such prior art, in the former case, the joint material cannot follow when the frame moves greatly due to an earthquake or unequal subsidence, etc., and the water stop plate is damaged and the original function of the joint is achieved. There is a problem that it cannot be applied, and when the casing moves, there is a problem that the ends of the casing forming the joints collide with each other and are damaged.
[0005]
In the latter case, attaching a long strip-shaped joint material to the housing while forming a slack along the joints is very unsatisfactory, and a uniform slack is uniformly distributed over the entire length in the vertical direction. There is a problem that it is difficult to form. Further, in the case of a water channel, since the slack protrudes, the resistance of the flow is received, the wear of the portion hitting the flow is large, and the stress applied to the attachment portion is also large, resulting in a problem in durability.
[0006]
Furthermore, since the elastic material has a stress relaxation characteristic in which the compressive force decreases with time at a constant displacement, as shown in FIG. The water function will be affected. Furthermore, in order to keep the joints of the joint material soft and to keep the water-stopping performance for a long time, it is necessary to secure the crimping force between the fixing points with bolts, etc. For that purpose, it is necessary to shorten the fixing interval. There is a problem that the nature is very bad.
[0007]
[Means for Solving the Problems]
Therefore, the present invention provides a water-stopping structure in which the joint portion of a continuous box is closed with a joint material to stop water leakage, and the middle part of a long strip made of an elastic material is bent to form a groove-like extra length in the longitudinal direction. part to form the ends of the elastic material in the stress material is embedded one or more layers constitutes the eyes Chizai, the notches each box-body to form a recess elongated portion grooved in the joint member fits formed in part, characterized in that to fix the Rutotomoni excess length portion opposite sides of the locking portion pay extra length portion of the joint member in a recess formed in the joint portion on the wall surface of a box member by a notch contiguous box-body And
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
FIG. 1 is a cross-sectional view of a joint material attached thereto, FIG. 2 is a perspective view of the joint material, and FIG. 3 is a cross-sectional view of the joint material.
In the figure, 7 is a long belt-like joint material, and one or more layers of stress material 9 such as natural fiber, synthetic fiber, metal, etc. are embedded in an elastic body 8 such as natural rubber, synthetic rubber or synthetic resin. In the middle of the longitudinal direction, a groove-like surplus portion 10 having a cross-sectional shape of approximately U, V, W, etc. is formed, and locking portions 11 are formed on both sides of the surplus portion 10. To do. Since the locking portion 11 is required to be strong, it is preferable to increase the amount of the stress material 9 stacked over the extra length portion 10 as necessary.
[0009]
In addition, the stress material 9 may be one in which chains are arranged in the width direction at a predetermined interval in a net shape or in the longitudinal direction. In that case, it is good to embed so that a clearance gap may be formed between each ring which comprises a chain, and an elastic body may exist also in the clearance gap.
Reference numeral 12 denotes a water stopping ridge for increasing the water stopping effect in a state where the locking portion 11 is locked and fixed to the housing 1 and is provided as necessary.
[0010]
When attaching the joint material 7 as described above to the joint portion 13 of the housing 1, a notch 15 is formed at the end of each housing 1 to form a recess 14 in which the groove-like extra length portion 10 of the joint material 7 is received. Keep it.
In addition, if this notch 15 is deepened so that the extra length portion 10 can be accommodated with sufficient margin, when the housing 1 moves due to an earthquake or unequal subsidence, the ends of the notches 15 collide with each other. Even if the battery breaks, a space can be formed so that the broken pieces can be stored. Further, the shape of the notch 15 is not limited to a right-angled shape as shown in the figure, and may be any shape such as a shape in which the concave portion 14 has a funnel shape or a U-shape.
[0011]
Therefore, in order to attach the joint material 7 to the joint portion 13 of the continuous casing 1, as shown in FIG. 1, the joint material 7 is inserted into the recess 14 formed in the joint portion 13 by the notch 15 of the continuous casing 1. The surplus length portion 10 is accommodated, and the locking portions 11 on both sides are attached to the wall surface of the housing 1 by, for example, the locking holes 18 by tightening and fixing the bolts and nuts and the like through the pressing plate 17.
[0012]
Further, as described above, if the number of the stress members 9 stacked on the engaging portion 11 is increased, the compression rigidity can be increased. Therefore, the stress relaxation phenomenon peculiar to the elastic material as shown in FIG. It is possible to suppress a decrease in the pressure-bonding force due to, and to improve the water stoppage and durability over a long period of time.
By attaching the joint material 7 to the joint portion 13 in this way, when the continuous frame 1 is inclined due to unequal subsidence or displacement due to an earthquake or the like, the extra length portion 10 can cope with it, and the joint portion 13 The water-stopping property can be maintained.
[0013]
In addition, the stress material 9 improves the response capability when a tensile stress is applied to the joint material 7 and is not easily damaged, and protects the joint portion 13 against displacement due to unequal settlement of the housing 1 or an earthquake. It can be done reliably.
[0014]
【The invention's effect】
According to the present invention described in detail above, a groove-like surplus portion is formed in the middle in the longitudinal direction of the joint material made of a long belt-like elastic material, and one or more stress materials are embedded in the elastic material. The continuous frame is displaced by placing the extra length part in the recess formed in the joint part of the continuous case and fixing the locking parts on both sides of the extra part to the wall surface of the case. Can be accommodated by the extra length portion, and the water stoppage of the joint portion can be maintained.
[0015]
In addition, because the extra length part and the locking part are formed, the attachment work to the housing becomes easy, the workability of the work is improved, and the compression rigidity is increased by embedding the stress material, The fixing interval by bolts or the like can be lengthened, which greatly improves the fixing work.
Furthermore, since the extra length of the joint material is housed in a recess formed in the joint part of the frame, the resistance to water is small when used in a running water part, resulting in reduced wear of the joint material and durability. In addition, when used in a reservoir, etc., the accumulation of residues such as sand and mud is reduced when the water is dry.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a joint material with a joint material attached thereto according to an embodiment. FIG. 2 is a perspective view of the joint material. FIG. 3 is a cross-sectional view of the joint material. 5] Illustration of conventional example [FIG. 6] Graph showing stress relaxation characteristics [Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Frame 7 Joint material 8 Elastic body 9 Stress material 10 Surplus length part 11 Locking part 12 Water stop protrusion 13 Joint part 14 Recessed part 15 Notch

Claims (3)

連続する函体の目地部を目地材で閉じて漏水を止める止水構造において、
弾性材製の長尺帯状体の中程を曲折成形して長手方向に溝状の余長部を形成し、その弾性材中に応力材を1層以上埋設させて目地材を構成し、この目地材の溝状の余長部が納まる凹部を形成する切り欠きを各函体の端部に形成し、連続する函体の切り欠きによって目地部に形成された凹部に目地材の余長部を納めると共に余長部両側の係止部を函体の壁面に固着することを特徴とする止水構造。
In the water stop structure that stops the water leakage by closing the joints of the continuous box with joints,
Forming a surplus length portion of the groove-like longitudinally middle elastic member made of a long strip by bending mold, constitute the eye Chizai with stress material is embedded one or more layers in the elastic member, A notch that forms a recess that accommodates the groove-like extra length of the joint material is formed at the end of each box, and the extra length of the joint material is formed in the recess formed in the joint by the notch of the continuous box. water shut-off structure characterized in that Rutotomoni excess length portion opposite sides of the locking portion pay a part sticking to the wall of a box body.
請求項1において、係止部内の応力材の積層量を余長部よりふやしたことを特徴とする止水構造。The water stop structure according to claim 1, wherein a stacking amount of the stress material in the locking portion is larger than that of the extra length portion. 請求項1において、係止部に止水突条を形成したことを特徴とする止水構造。The water stop structure according to claim 1, wherein a water stop ridge is formed on the locking portion.
JP24174198A 1998-08-27 1998-08-27 Water stop structure Expired - Lifetime JP3921507B2 (en)

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Application Number Priority Date Filing Date Title
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JP3921507B2 true JP3921507B2 (en) 2007-05-30

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CN101831961A (en) * 2010-05-20 2010-09-15 云南工程建设总承包公司 Method for flexible connection of concrete and water stop processing
JP2014025300A (en) * 2012-07-30 2014-02-06 Kajima Corp Water cut-off structure for boxy body joint part
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11976035B2 (en) 2019-06-12 2024-05-07 Nouryon Chemicals International B.V. Process for the production of diacyl peroxides
US11976034B2 (en) 2019-06-12 2024-05-07 Nouryon Chemicals International B.V. Process for the production of diacyl peroxides

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