JP2000064446A - Water cut-off structure - Google Patents

Water cut-off structure

Info

Publication number
JP2000064446A
JP2000064446A JP10241741A JP24174198A JP2000064446A JP 2000064446 A JP2000064446 A JP 2000064446A JP 10241741 A JP10241741 A JP 10241741A JP 24174198 A JP24174198 A JP 24174198A JP 2000064446 A JP2000064446 A JP 2000064446A
Authority
JP
Japan
Prior art keywords
joint
joint material
water
excessive length
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.)
Granted
Application number
JP10241741A
Other languages
Japanese (ja)
Other versions
JP3921507B2 (en
Inventor
Takao Moro
高雄 師
Yoshio Nishino
好生 西野
Katsumasa Tokubuchi
克正 徳淵
Hisao Abe
久雄 阿部
Mutsuo Kubo
睦男 久保
Tsunehisa Noguchi
恒久 野口
Makoto Kamei
眞 亀井
Eiji Takada
英二 高田
Katsuyuki Dewa
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.)
Shimizu Construction Co Ltd
Shimizu Corp
Shibata Industrial Co Ltd
Original Assignee
Shimizu Construction Co Ltd
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 Shimizu Construction Co Ltd, Shimizu Corp, Shibata Industrial Co Ltd filed Critical Shimizu Construction Co Ltd
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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Abstract

PROBLEM TO BE SOLVED: To retain the water cut-off property by bending the middle of a joint material consisting of a lengthy strip elastic material and at least one layer of a stress member buried therein to form a groove-like excessive length part, fitting the excessive length part into the recessed part of the joint part of a skeleton, and fitting it to a wall surface. SOLUTION: A lengthy strip joint material 7 is formed by burying at least one layer of a stress member 9 of natural fiber, synthetic fiber, metal or the like in an elastic body 8 of natural rubber, synthetic rubber, synthetic resin or the like. A groove-like excessive length part 10 having a substantially U-shaped or V-shaped section is formed in the longitudinal middle of the joint material 7, and locking parts 11 and cut-off protruding part 12 are formed on both sides of the excessive length part 10. The excessive length part 10 of the joint material 7 is fitted to a recessed part 14 formed on a joint part 13 by a cut-out 15 continued skeletons 1, and the locking parts 11 on both sides are fastened and fixed to the wall surfaces of the skeletons 1 through presser plate 17 by fixtures 16 such as bolt and nut. Accordingly, when the continued skeletons are inclined by displacement, the excessive length part can be conformed thereto to retain the water cut-off property of the joint part.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a continuous concrete body or concrete pipe such as a reservoir or a water purification reservoir for storing domestic water or industrial water, or a waterway for water and sewerage (referred to as a body in the present invention). The present invention relates to a waterproof structure that prevents water leakage at joints.

【0002】[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。
2. Description of the Related Art In order to prevent water from leaking from joints between adjacent bodies, a water-stop structure is used in which the joints are covered with joint materials. As shown in FIG. 4, in the conventional water-stop structure, a water-stop plate 3 is provided behind a joint 2 of a continuous body 1 and the joint 2 is filled with a joint material 4.

【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。
As a further different structure, as shown in FIG. 5, a long strip-shaped joint material 5 made of an elastic material such as rubber is slackened in the width direction of the joint 2 so as to close the joints 2 of the continuous body 1 from the inside. 6 is formed so that its side portions are respectively locked to the end portions of the body 1. By forming a slack in the joint material in the width direction of the joint in this way and attaching it, it is possible to obtain durability by ensuring water stoppage in response to unequal subsidence of consecutive bodies and displacement due to earthquakes, etc. ing.

【0004】[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。
According to such a prior art, in the former case, the joint material cannot follow when the body moves largely due to an earthquake or uneven subsidence, and the water blocking plate There is a problem that the joints are damaged and cannot serve the original purpose of the joint, and further, when the body moves, the ends of the body forming the joints hit each other and are damaged.

【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。
In the latter case, it is very difficult to attach a long strip-shaped joint material to a body while forming a slack along the joint. There is a problem that it is difficult to form uniformly over the entire length. Further, in the case of a water channel, since the slack is protruding, it receives flow resistance, and the portion that is in contact with the flow is greatly worn, and the stress applied to the mounting location is also large, causing a problem in durability.

【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。
Further, since the elastic material has a stress relaxation characteristic in which the compressive force decreases with time during constant displacement, as shown in FIG. 6, the crimping force of the joint portion of the joint material decreases. It will affect the waterproof function in the long term. In addition, the joint of the joint material is soft, and in order to maintain the waterproof property for a long period of time, it is necessary to secure the crimping force between the fixing points with bolts, etc. There is a problem that the sex is very bad.

【0007】[0007]

【課題を解決するための手段】そこで本発明は、連続す
る凾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、長尺帯状の弾性材製の目地材の中程を曲折成
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目地材の余長部を納
め、余長部両側の係止部を凾体の壁面に固着することを
特徴とする。
SUMMARY OF THE INVENTION Therefore, according to the present invention, in a waterproof structure for stopping water leakage by closing a joint portion of a continuous body with a joint material, a middle portion of a joint material made of a long belt-shaped elastic material is bent. A joint material formed by molding to form a groove-like extra length portion in the longitudinal direction, and embedding one or more layers of stress material in the elastic material is used as a joint material in the concave portion formed in the joint portion of a continuous body. The extra length of the extra length is accommodated, and the locking parts on both sides of the extra length are fixed to the wall surface of the body.

【0008】[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。
BEST MODE FOR CARRYING OUT 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 state in which a joint material is attached, 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 strip-shaped joint material, and natural fibers, elastic rubber 8 made of natural rubber, synthetic resin, etc.
The stress material 9 such as synthetic fiber or metal is embedded in one layer or a plurality of layers, and a groove-shaped extra length portion 10 having a bellows shape such as a U-shape, V-shape, W-shape or the like is formed in the middle in the longitudinal direction. To form the extra length 10
The locking portions 11 are formed on both sides of the. Since this locking portion 11 is required to have strength, it is preferable to increase the stacking amount of the stress material 9 from the extra length portion 10 if necessary.

【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。
Further, the stress material 9 may be a chain-like structure or a chain arranged in the longitudinal direction at predetermined intervals in the width direction. In that case, it is advisable to form a gap between the rings forming the chain and to bury the elastic body in the gap. Reference numeral 12 denotes a water-blocking ridge for enhancing the water-blocking effect in a state where the locking portion 11 is locked and fixed to the body 1, and is provided as necessary.

【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1
5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。
When the joint material 7 thus constructed is attached to the joint portion 13 of the body 1, the groove-shaped extra length portion 10 of the joint material 7 is attached.
A notch 15 is formed in the end of each body 1 to form a concave portion 14 in which the space is accommodated. In addition, if the notch 15 is deep enough to allow the extra length portion 10 to be accommodated with a margin, the notch 1 will move when the body 1 moves due to an earthquake or uneven settlement.
A space can be formed so that the broken pieces can be stored even if the end portions of 5 collide with each other and the portions are broken. Further, the shape of the notch 15 is not limited to the right-angled shape as shown in the drawing, and for example, the shape of the recess 14 is funnel-shaped or U-shaped.
It may have any shape such as a character shape.

【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1
1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。
Therefore, in order to attach the joint material 7 to the joint portion 13 of the continuous body 1, as shown in FIG. 1, the joint is formed in the recess 14 formed in the joint portion 13 by the notch 15 of the continuous body 1. The extra length 10 of the material 7 is stored, and the locking portions 1 on both sides
1 is attached to the wall surface of the body 1 by means of a locking hole 18 thereof, for example, by tightening and fixing it through a pressing plate 17 with a fixture 16 such as a bolt and a nut.

【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。
Further, as described above, since the compression rigidity can be increased by increasing the number of laminated stress members 9 in the locking portion 11, the stress relaxation phenomenon peculiar to the elastic material as shown in FIG. 6 is reduced. In addition, it is possible to suppress a decrease in pressure bonding force due to tightening and fixing, and it is possible to improve water resistance and durability over a long period of time. By attaching the joint material 7 to the joint portion 13 in this way, the extra length portion 10 can cope with the case where the continuous body 1 is tilted due to unequal subsidence or displacement due to an earthquake or the like. It is possible to maintain the water stopping property.

【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。
Further, the stress material 9 improves the adaptability when tensile stress is applied to the joint material 7 and is unlikely to be damaged, and the joint portion 13 against displacement due to unequal subsidence of the body 1 or an earthquake. Therefore, the protection of can be surely performed.

【0014】[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。
According to the present invention described in detail above, a groove-shaped extra length portion is formed in the middle of the longitudinal direction of a joint material made of a long belt-shaped elastic material, and a stress material is placed in the elastic material. A joint material made by embedding one or more layers is stored in a recess formed in a joint portion of a continuous body, and the extra length portions are accommodated to fix the locking portions on both sides of the extra length portion to the wall surface of the reinforcement body. When the body to be tilted is tilted due to displacement, it is possible to cope with it by the extra length portion, and it is possible to maintain the water stopping property of the joint portion.

【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。
Further, since the extra length portion and the locking portion are formed, the work of attaching to the body is facilitated, and the workability of the construction is improved. Moreover, since the stress material is embedded, the compression rigidity is improved. It becomes higher, and 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 stored in the recess formed in the joint of the cover, the resistance of water is small when used in the 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 will be reduced during dry water.

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

【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
FIG. 1 is a sectional view showing a state in which a joint material is attached according to an embodiment.

【図2】同目地材の斜視図FIG. 2 is a perspective view of the joint material.

【図3】同目地材の断面図FIG. 3 is a sectional view of the joint material.

【図4】従来例の説明図FIG. 4 is an explanatory diagram of a conventional example.

【図5】従来例の説明図FIG. 5 is an explanatory diagram of a conventional example.

【図6】応力緩和特性を示すグラフFIG. 6 is a graph showing stress relaxation characteristics.

【符号の説明】[Explanation of symbols]

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 1 body 7 joint materials 8 elastic body 9 Stress material 10 extra length 11 Locking part 12 water stop ridges 13 joints 14 recess 15 notches

───────────────────────────────────────────────────── フロントページの続き (72)発明者 西野 好生 兵庫県明石市魚住町中尾1058番地 シバタ 工業株式会社内 (72)発明者 徳淵 克正 兵庫県明石市魚住町中尾1058番地 シバタ 工業株式会社内 (72)発明者 阿部 久雄 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 久保 睦男 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 野口 恒久 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 亀井 眞 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 高田 英二 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 (72)発明者 出羽 克之 東京都港区芝浦一丁目2番3号 清水建設 株式会社内 Fターム(参考) 2E109 AA07 AB04 BA06 CA01 CA02 DB05 FA04    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yoshio Nishino             1058 Nakao, Uozumi Town, Akashi City, Hyogo Prefecture Shibata             Industry Co., Ltd. (72) Inventor Katsumasa Tokubuchi             1058 Nakao, Uozumi Town, Akashi City, Hyogo Prefecture Shibata             Industry Co., Ltd. (72) Inventor Hisao Abe             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation (72) Inventor Mutsuo Kubo             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation (72) Inventor Tsunehisa Noguchi             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation (72) Inventor Makoto Kamei             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation (72) Inventor Eiji Takada             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation (72) Inventor Katsuyuki Dewa             Shimizu Construction 1-3-2 Shibaura, Minato-ku, Tokyo             Within the corporation F term (reference) 2E109 AA07 AB04 BA06 CA01 CA02                       DB05 FA04

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 連続する凾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、 長尺帯状の弾性材製の目地材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目地材の余長部を納め、余長部
両側の係止部を凾体の壁面に固着することを特徴とする
止水構造。
1. A water-stop structure for closing water leakage by closing joints of joints with joint material to prevent water leakage, and bending the middle part of joint material made of a long band-shaped elastic material to form a groove shape in the longitudinal direction. A joint material is formed by forming an extra length portion and embedding one or more layers of stress material in the elastic material, and the extra length portion of the joint material is accommodated in the concave portion formed in the joint portion of the continuous body. A water-stopping structure characterized in that the locking parts on both sides of the part are fixed to the wall surface of the body.
【請求項2】 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。
2. The water blocking structure according to claim 1, wherein the amount of the stress material laminated in the locking portion is set to be larger than that of the extra length portion.
【請求項3】 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。
3. The water blocking structure according to claim 1, wherein a water blocking ridge is formed on the locking portion.
JP24174198A 1998-08-27 1998-08-27 Water stop structure Expired - Lifetime JP3921507B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24174198A JP3921507B2 (en) 1998-08-27 1998-08-27 Water stop structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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JP2008088655A (en) * 2006-09-29 2008-04-17 Shinwa Nichidou Kagaku Kogyo Kk Earthquake-proof joint member
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
CN103711207A (en) * 2013-12-11 2014-04-09 深圳市建筑设计研究总院有限公司 Waterproof connection structure for building deformation joint, building and construction method
CN103711206A (en) * 2013-12-11 2014-04-09 深圳市建筑设计研究总院有限公司 Waterproof connection belt and manufacturing method, as well as building and construction method
CN104878842A (en) * 2015-06-01 2015-09-02 苏州大学 Anti-leakage continuous settlement joint structure for huge building and installation method of anti-leakage continuous settlement joint structure
CN105714941A (en) * 2016-03-03 2016-06-29 莫镇威 Waterproof sealing construction method for planar joint seam and joint seam waterproof sealing structure for waterproof sealing construction method
CN105780937A (en) * 2016-03-03 2016-07-20 莫镇威 Waterproof sealing construction method for boss type deformation seam and waterproof sealing structure
JP2017002718A (en) * 2016-09-27 2017-01-05 鹿島建設株式会社 Water cutoff structure of box body joint part
JP2022070018A (en) * 2020-10-26 2022-05-12 早川ゴム株式会社 Fixing structure of water stop board

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008088655A (en) * 2006-09-29 2008-04-17 Shinwa Nichidou Kagaku Kogyo Kk Earthquake-proof joint member
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
CN103711207B (en) * 2013-12-11 2016-08-17 深圳市建筑设计研究总院有限公司 Building deformation joint waterproof connecting structure and building, construction method
CN103711206A (en) * 2013-12-11 2014-04-09 深圳市建筑设计研究总院有限公司 Waterproof connection belt and manufacturing method, as well as building and construction method
CN103711206B (en) * 2013-12-11 2016-08-17 深圳市建筑设计研究总院有限公司 Waterproof connection carries and manufacture method, building and construction method
CN103711207A (en) * 2013-12-11 2014-04-09 深圳市建筑设计研究总院有限公司 Waterproof connection structure for building deformation joint, building and construction method
CN104878842A (en) * 2015-06-01 2015-09-02 苏州大学 Anti-leakage continuous settlement joint structure for huge building and installation method of anti-leakage continuous settlement joint structure
CN105714941A (en) * 2016-03-03 2016-06-29 莫镇威 Waterproof sealing construction method for planar joint seam and joint seam waterproof sealing structure for waterproof sealing construction method
CN105780937A (en) * 2016-03-03 2016-07-20 莫镇威 Waterproof sealing construction method for boss type deformation seam and waterproof sealing structure
CN105780937B (en) * 2016-03-03 2018-02-27 江苏通州四建集团有限公司 A kind of projective table type waterproofing of movement joints seal construction method and its construction
JP2017002718A (en) * 2016-09-27 2017-01-05 鹿島建設株式会社 Water cutoff structure of box body joint part
JP2022070018A (en) * 2020-10-26 2022-05-12 早川ゴム株式会社 Fixing structure of water stop board
JP7351527B2 (en) 2020-10-26 2023-09-27 早川ゴム株式会社 How to fix the water stop plate

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