JPH0960306A - Water-sealing tool for concrete structure - Google Patents

Water-sealing tool for concrete structure

Info

Publication number
JPH0960306A
JPH0960306A JP7237639A JP23763995A JPH0960306A JP H0960306 A JPH0960306 A JP H0960306A JP 7237639 A JP7237639 A JP 7237639A JP 23763995 A JP23763995 A JP 23763995A JP H0960306 A JPH0960306 A JP H0960306A
Authority
JP
Japan
Prior art keywords
main body
concrete structure
hole
end member
water
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.)
Pending
Application number
JP7237639A
Other languages
Japanese (ja)
Inventor
Yutaka Onishi
豊 大西
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP7237639A priority Critical patent/JPH0960306A/en
Publication of JPH0960306A publication Critical patent/JPH0960306A/en
Pending legal-status Critical Current

Links

Landscapes

  • Working Measures On Existing Buildindgs (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

PROBLEM TO BE SOLVED: To prevent leakage of a sealing agent, facilitate a construction work, increase the efficiency, and further, require no skillful techniques. SOLUTION: A water-sealing tool is provided with a body 1 having a fixing part 11 with fixing holes 11a, a middle part 12 with a dish-form section, and longitudinal ends 13 with holes 13a in which end members are fixed, packings 2 stuck thereto, and the end members fixing at the end or joining the body interposed between both ends and 13 and the concrete structure and having pouring holes for the sealing agent and air vent holes. The body and the end members with packing materials are put on the joints of the concrete structure and an impervious agent is poured in the space S. In this way, a sealing work can be efficiently carried out in a low cost.

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、水路、トンネル、
堰堤等のコンクリート構造物の接続部分や割れ目等の水
漏れを止めるコンクリート構造物の止水器具に関する。
TECHNICAL FIELD The present invention relates to a waterway, a tunnel,
The present invention relates to a waterproofing device for a concrete structure that prevents water leakage such as a connection portion or a crack of a concrete structure such as a dam.

【0002】[0002]

【従来の技術】水路やトンネルの接続部分や割れ目等か
らの漏水を止める方法としては、従来から一般に、接続
部分等のコンクリートをV字状に削り取り、その先端部
分に止水剤注入パイプを設定し、V字部をモルタルで固
めて漏れを防止し、止水剤をパイプから接続部分の隙間
に圧入する方法が用いられている。しかしながら、この
方法では、工事の困難性が高く熟練を必要とすると共
に、コンクリートのはつりとモルタル固め等の汚れ作業
を伴い、且つ作業時間も長くかかった。又、1点もしく
は多点の点注入になるため、面的な広がりを持つ隙間に
浸透充填させるには止水剤を高い圧力で注入する必要が
あった。
2. Description of the Related Art Conventionally, as a method of stopping water leakage from a connecting portion of a waterway or a tunnel, a crack, etc., conventionally, concrete such as a connecting portion is shaved into a V shape, and a water-stopping agent injection pipe is set at a tip portion thereof. However, a method is used in which the V-shaped portion is hardened with mortar to prevent leakage, and the water blocking agent is press-fitted into the gap of the connecting portion from the pipe. However, this method requires a lot of skill because of the difficulty of the construction, and it is accompanied by the dirt work such as the concrete chipping and the mortar hardening, and the working time is long. Further, since one-point or multi-point injection is performed, it is necessary to inject the waterproofing agent at a high pressure in order to infiltrate and fill the gap having a planar spread.

【0003】このような一般的工法に対し、止水剤封入
箱を用いる方法が提案されている(特開昭64−179
71号公報参照)。この方法では、図8に示すような止
水箱50を用い、コンクリート面にパッキン60を付設
してその上に止水箱50を多数個並設し、コンクリート
にアンカーボルト穴を開け、それにボルト締めすること
によって止水箱を固定し、箱内に止水液を注入するよう
にしている。
In contrast to such a general construction method, a method using a water-proofing agent enclosed box has been proposed (Japanese Patent Laid-Open No. 64-179).
No. 71). In this method, a waterproof box 50 as shown in FIG. 8 is used, a packing 60 is attached to the concrete surface, and a large number of the waterproof boxes 50 are arranged side by side on the concrete surface. By doing so, the water-stopping box is fixed, and the water-stopping solution is injected into the box.

【0004】しかしながら、この方法では、箱状の器具
を用いているため、箱の周囲部分61が箱の底面62
(使用時には上面になる)を補強するフランジ効果を持
つため、箱体を変形させるときの曲げ剛性及び捩じれ剛
性が極めて大きいので、箱の周囲の先端が、通常かなり
の凹凸のあるコンクリート構造物の表面になじまない。
その結果、箱の先端周囲の一部分でパッキンを押し付け
る力が欠如し、その部分から止水剤の液が漏れ、漏液部
分の幅が大きい場合には、液が空気と触れてもシール部
で固形化せず、液漏れを止めるのが容易でないという問
題があった。そのために、部分的にパッキンの厚みを調
整するとすれば、工事が煩雑になって多くの時間を浪費
することになる。
However, in this method, since a box-shaped device is used, the peripheral portion 61 of the box is the bottom surface 62 of the box.
Since it has a flange effect to reinforce (the upper surface when used), the bending rigidity and the torsional rigidity when deforming the box are extremely large, so the tip around the box is usually a concrete structure with considerable unevenness. Does not fit on the surface.
As a result, there is no force to press the packing in the part around the tip of the box, the liquid of the waterproofing agent leaks from that part, and if the width of the leaked part is large, even if the liquid comes into contact with the air, the seal part There was a problem that it did not solidify and it was not easy to stop the liquid leakage. Therefore, if the thickness of the packing is partially adjusted, the construction becomes complicated and a lot of time is wasted.

【0005】又、箱の縁の先端でシール効果を得ようと
する方法では、押し付け面圧は大きくなるものの、押し
付けて接触させるシール部分の面積が小さいため、少し
でも隙間があると漏れが発生し易い。しかもシール面が
線状であるため、漏れる液の滞留時間がなく、本来空気
に触れると固形化する性質を持つ液であるにもかかわら
ず、自由空間にでてしまうためシール位置で固形化しに
くい。更に、独立した箱を並べるため、四辺が全てシー
ル部分になるので、シール線が長くなり漏液し易くな
る。
Further, in the method of obtaining the sealing effect at the tip of the edge of the box, the pressing surface pressure becomes large, but the area of the sealing portion to be pressed and brought into contact with the box is small. Easy to do. Moreover, since the sealing surface is linear, there is no residence time for the leaking liquid, and although it is a liquid that originally has the property of solidifying when it comes into contact with air, it does not solidify at the sealing position because it goes into a free space. . Further, since the independent boxes are arranged, all the four sides are the sealing portions, so the sealing line becomes long and the liquid easily leaks.

【0006】更にこの方法では、一定の長さを止水する
場合に数多くの独立した箱を用いるため、止水剤の注入
及び空気抜きを頻繁に行う必要があり、それらの1個1
個の着脱も必要になり、作業が面倒で作業時間も長くな
るという問題がある。
Further, in this method, since a large number of independent boxes are used to stop water of a certain length, it is necessary to frequently inject the waterproofing agent and bleed air.
Since it is necessary to attach and detach individual pieces, there is a problem that the work is troublesome and the work time becomes long.

【0007】[0007]

【発明が解決しようとする課題】本発明は従来技術に於
ける上記問題を解決し、止水剤が漏洩しにくく、工事が
容易で能率が良く、且つ、工事に熟練を必要としないコ
ンクリート構造物の止水器具を提供することを課題とす
る。
SUMMARY OF THE INVENTION The present invention solves the above problems in the prior art, prevents leakage of the waterproofing agent, is easy and efficient in construction, and does not require skill in construction. It is an object to provide a waterproof device for an object.

【0008】[0008]

【課題を解決するための手段】本発明は上記課題を解決
するために、コンクリート構造物の止水器具が、断面が
皿断面状で幅の割りに長さの十分長い本体部と、該本体
部に設けられるシール部材と、前記本体部の両端側に設
けられる端部材と、を有し、前記本体部は、コンクリー
ト構造物に取り付けられるための本体部取り付け穴を備
え幅方向の両端側に形成された平坦な固定部と、コンク
リート構造物に取り付けられる側とは反対側に前記固定
部から連続して凸状に形成された中間部分と、前記端部
材と結合されるための結合穴の開けられた長さ方向の両
端部分と、を備え、前記シール部材は、前記幅方向の両
端側において少なくとも前記長さ方向の両端部の手前側
まで延設されていて、前記端部材は、前記本体部の両端
部とコンクリート構造物との間に装着され、前記結合穴
と対向する被結合穴とコンクリート構造物に取り付けら
れるための端部材取り付け穴と前記中間部分の内側から
外部に導通する導通穴とを備え、ていることを特徴と
し、請求項2の発明は、上記に加えて、前記シール部材
は、幅方向において前記両端側から前記中間部分の一部
分まで延設されていることを特徴とし、請求項3の発明
は、請求項1の発明の特徴に加えて、前記端部材におい
て前記導通穴の外部と通ずる部分は他の部分よりも厚み
が厚いことを特徴とし、請求項4の発明は、請求項1の
発明の特徴に加えて、前記端部材は、長さ方向に所定角
度をなして配設される本体部の1つと他の1つとの間に
介装され、前記所定角度曲がっていて、曲がり部の両端
側に前記端部材取り付け穴と前記導通穴とを有する、こ
とを特徴とする。
In order to solve the above-mentioned problems, the present invention provides a water-stopping device for a concrete structure, which comprises a main body having a dish-shaped cross section and a length sufficiently long for its width. A sealing member provided on the end portion, and end members provided on both end sides of the main body portion, the main body portion having a main body attachment hole for attaching to a concrete structure, on both end sides in the width direction. The formed flat fixing part, the intermediate part continuously formed in a convex shape from the fixing part on the side opposite to the side to be attached to the concrete structure, and the connecting hole for connecting with the end member And both end portions in the opened length direction, the seal member is extended to at least a front side of both end portions in the length direction on both end sides in the width direction, the end member, Both ends of the body and concrete A jointed hole that is mounted between the structure and a joint hole that faces the joint hole, an end member attachment hole for attaching to a concrete structure, and a conduction hole that conducts from the inside of the intermediate portion to the outside. In addition to the above, the invention according to claim 2 is characterized in that the seal member is extended from the both end sides to a part of the intermediate portion in the width direction, and the invention according to claim 3 is In addition to the features of the invention of claim 1, the portion of the end member communicating with the outside of the conduction hole is thicker than other portions, and the invention of claim 4 is the invention of claim 1. In addition to the above feature, the end member is interposed between one of the main body and the other of the main body arranged at a predetermined angle in the lengthwise direction, is bent at the predetermined angle, and is bent. The end member mounting hole and the conduction on both end sides With the door, characterized in that.

【0009】[0009]

【発明の実施の形態】図1は本発明のコンクリート構造
物の止水器具のうちの本体部にパッキンが装着された状
態を示し、図2は端部材を示す。本体部1は、断面が皿
断面状(図では皿を伏せた状態の断面)で幅Wの割りに
長さLが十分長く、コンクリート構造物100に取り付
けられるための本体部取り付け穴11aを備え幅方向の
両端側に形成された平坦な固定部11と、コンクリート
構造物に取り付けられる側とは反対側に固定部11から
連続して凸状に形成された中間部分12と、図2に示す
端部材2と結合されるための結合穴13aの開けられた
長さ方向の端部としての両端部分13と、を備えてい
る。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows a state in which packing is attached to a main body of a waterproofing device for a concrete structure of the present invention, and FIG. 2 shows end members. The main body 1 has a dish cross-section (a cross-section in which the dish is laid down in the figure) and has a length L that is long enough for the width W, and includes a body-mounting hole 11a for attaching to the concrete structure 100. FIG. 2 shows flat fixing portions 11 formed on both end sides in the width direction, an intermediate portion 12 formed on the opposite side to the side attached to the concrete structure in a continuous convex shape from the fixing portions 11, and FIG. Both end portions 13 are provided as a lengthwise end portion in which a coupling hole 13a for coupling with the end member 2 is opened.

【0010】シール部材としてのゴムパッキン2は、本
体部1の幅方向の両端側において前記両端部分13の手
前まで延設されていている。そして本例では、幅方向に
おいて両端部分11から中間部分12の一部分まで延設
されている。従って、厚みが一定部分と本体部の皿断面
状の傾斜に従って厚みが厚くなった部分とで形成されて
いる。なお、本例では、ゴムパッキン2を両端部分13
の手前まで設けているが、図1(b)において二点鎖線
で示すように、もとのパッキンより厚みが薄い例えば2
mm程度の厚みで本体部1の両端部分の全体(中央部分
も含めて)に貼り付けるようにしてもよい。
The rubber packing 2 as a seal member is extended to the front of the both end portions 13 on both end sides in the width direction of the main body 1. And in this example, it is extended in the width direction from both end portions 11 to a part of the intermediate portion 12. Therefore, it is formed of a portion having a constant thickness and a portion having a larger thickness according to the inclination of the dish cross section of the main body. In this example, the rubber packing 2 is attached to both end portions 13
Although it is provided up to the front of the packing, as shown by the chain double-dashed line in FIG.
It may be attached to the whole of both end portions (including the central portion) of the main body 1 with a thickness of about mm.

【0011】端部材3は、本体部1の両端部13とコン
クリート構造物との間に装着され、本体部の結合穴13
aと対向する被結合穴31とコンクリート構造物に取り
付けられるための端部材取り付け穴32と中間部分12
の内側とコンクリート構造物との間にできる空間部S
(図1)から外部に導通する導通穴33とを備えてい
る。そして本例では、導通穴33の外部と通ずる部分は
他の部分よりも厚みがtだけ厚くなっている。又、本体
部1が隣接して1−1、1−2として複数枚設けられる
場合が多いことを考慮して、端部材3は、厚みが厚くな
った中央部分の両側に被結合穴31及び導通穴33を備
えている。即ち、両側部分は中央部分に対して段落ち状
になっていて、この部分にパッキン等を介して本体部1
の両端部分13が重ねられ、ねじで締め付けられて一体
化されるようになっている。図1(b)の二点鎖線で示
すようにパッキン2を厚みを薄くして本体部1の両端ま
で延設した場合には、このパッキン部分を介して本体部
1と端部材3とが結合される。なお、本体部と端部材と
の結合はリベット等の他の結合方法であってもよい。
The end member 3 is mounted between both ends 13 of the main body 1 and the concrete structure, and is connected to the connecting hole 13 of the main body.
a to be coupled hole 31 opposed to a, end member attachment hole 32 for attachment to a concrete structure, and intermediate portion 12
Space S formed between the inside of the building and the concrete structure
(FIG. 1) and a conduction hole 33 that conducts to the outside. In this example, the portion communicating with the outside of the conduction hole 33 is thicker than other portions by t. In addition, in consideration of the fact that a plurality of main bodies 1 are often provided as 1-1 and 1-2 adjacent to each other, the end member 3 is provided with the combined holes 31 and A conduction hole 33 is provided. That is, both side portions are in a step-down shape with respect to the central portion, and the main body 1
Both end portions 13 of are overlapped with each other and are tightened with screws to be integrated. When the packing 2 is thinned to extend to both ends of the main body 1 as shown by the chain double-dashed line in FIG. 1B, the main body 1 and the end member 3 are connected to each other through the packing. To be done. The main body portion and the end member may be joined by another joining method such as a rivet.

【0012】導通穴33の縦穴部分には、口金34又は
コックもしくは弁等をねじ込んで取り付けられるよう
に、ねじ溝が切られている。但し、ねじ溝を設けず、口
金等をカチ込みなどによって取り付けるようにしてもよ
い。端部材3が本体部1と共にコンクリート構造物に取
り付けられるときには、必要に応じて端部材3とコンク
リート面や本体部との間に適当なパッキンがが介装され
る。
A thread groove is formed in the vertical hole portion of the conduction hole 33 so that the mouthpiece 34 or a cock, a valve or the like can be screwed in and attached. However, the screw groove may not be provided, and the cap or the like may be attached by clicking. When the end member 3 is attached to the concrete structure together with the main body portion 1, suitable packing is interposed between the end member 3 and the concrete surface or the main body portion as needed.

【0013】本体部1は、例えばステンレス製である。
但し、ある程度の強度と弾性を備えるものであれば、鋼
板やアルミニウム等の金属や、強化プラスチック等の樹
脂製であってもよい。長さと幅の比は、例えば5〜10
程度が望ましい。長さは、例えば1〜1.5m程度であ
る。両端の固定部11から中間部分12に移る皿断面状
の凸部を形成する部分は、ある程度の曲率を持って曲げ
られていることが望ましい。皿断面状の凸部の形状は、
使用する本体部の材料の種類や止水剤の種類等によって
も異なるが、例えば幅の1/20〜1/50程度の高さ
を持つ形状にする。
The body 1 is made of stainless steel, for example.
However, a steel plate, a metal such as aluminum, or a resin such as reinforced plastic may be used as long as it has a certain degree of strength and elasticity. The ratio of length to width is, for example, 5 to 10
A degree is desirable. The length is, for example, about 1 to 1.5 m. It is desirable that the portions forming the protrusions having the dish cross section that move from the fixed portions 11 at both ends to the intermediate portion 12 be bent with a certain degree of curvature. The shape of the convex section of the dish cross section is
Although it varies depending on the type of material of the main body used and the type of waterproofing agent, for example, the shape has a height of about 1/20 to 1/50 of the width.

【0014】なお、本体部1の固定部11は、必ずしも
水平面でなくてもよく、その部分のパッキンの締め付け
効果を増すためにある程度傾斜していてもよい。又、中
間部分12の天井部分は、平面でなく湾曲して膨らんで
いてもよい。本体部1には、止水剤注入用の穴等を設け
る必要がないので、その板厚は薄いものでよい。
The fixing portion 11 of the main body 1 does not necessarily have to be a horizontal surface, and may be inclined to some extent in order to increase the tightening effect of the packing at that portion. Further, the ceiling portion of the intermediate portion 12 may be curved and inflated instead of being flat. Since it is not necessary to provide a hole or the like for injecting the waterproofing agent in the main body portion 1, its plate thickness may be thin.

【0015】このような本体部1の形状及びその備える
べき性質から、本体部1はコンクリート面に取り付ける
場合に極めて好都合になっている。まず、固定部11が
平坦で且つ一定の幅を有するので、パッキン2によるシ
ール幅が広くなり、シール面が安定する。又、固定部1
1が平坦なこと、皿断面状の凸部の高さが低いこと、及
び板材の厚みが薄いことから、適当な厚みを持つ平板と
同じような構造強度的性質を持つ。
Due to the shape of the main body 1 and the properties to be provided, the main body 1 is extremely convenient when mounted on a concrete surface. First, since the fixing portion 11 is flat and has a constant width, the sealing width by the packing 2 is widened and the sealing surface is stabilized. Also, the fixed part 1
1 is flat, the height of the convex portion of the dish cross section is low, and the thickness of the plate material is thin, so that it has the same structural strength property as a flat plate having an appropriate thickness.

【0016】図3は本体部1に加わる種々の外力モーメ
ントの状態を示す。本体部1は、何れの方向に対しても
曲げ剛性及びねじれ剛性がそれ程大きくなく、幅方向の
横曲げモーメントM1 、長さ方向の縦曲げモーメントM
2 、両端捩じりモーメントT1 、局部捩じりモーメント
2 等に対して、バックリングすることなく比較的容易
に弾性的に変形する。従って、本体部1を取り付け穴1
1aでコンクリート面に圧接させるときに、コンクリー
ト面が平坦面でなくても、本体部1の局部的又は全体的
な変形により、ほぼ均等な圧接力が得られ、シール性が
確保される。一方、図1に示す如く、凸状の中間部分1
2とパッキン2とにより、コンクリート構造体との間に
は適当な空間Sが形成され、液状の止水剤の保有容積及
び内部での流動性は良好に確保される。
FIG. 3 shows various external force moments applied to the main body 1. The bending and torsional rigidity of the main body 1 are not so great in any direction, and the lateral bending moment M 1 in the width direction and the longitudinal bending moment M in the length direction are large.
2. It is relatively easily elastically deformed with respect to the both-end torsion moment T 1 , the local torsion moment T 2, etc. without buckling. Therefore, the main body 1 is attached to the mounting hole 1
Even when the concrete surface is not a flat surface when it is pressed against the concrete surface by 1a, a substantially uniform pressure contact force is obtained by the local or overall deformation of the main body portion 1, and the sealing property is secured. On the other hand, as shown in FIG. 1, the convex intermediate portion 1
An appropriate space S is formed between the concrete 2 and the packing 2 by the packing 2 and the liquid structure, so that the holding capacity of the liquid waterproofing agent and the fluidity in the interior are well secured.

【0017】パッキン2は本体部1に予め接着されてい
ることが望ましい。長さ方向の両端側は、本体部1と端
部材3とを結合したときに端部材3に圧接する程度の長
さになっていることが望ましい。但し、長さの精度を得
ることは必ずしも容易でないので、端部材取り付け時に
端部材3とパッキン2との間に別のパッキンを介装する
ようにしてもよい。
The packing 2 is preferably adhered to the main body 1 in advance. It is desirable that both ends in the length direction have such a length that they are in pressure contact with the end member 3 when the main body 1 and the end member 3 are joined together. However, since it is not always easy to obtain the length accuracy, another packing may be interposed between the end member 3 and the packing 2 when the end member is attached.

【0018】図4は本例のパッキン2の作用を示す。パ
ッキン2は、本来的には締め付けられる部分である両端
部分11に対応する位置にあればよく、そのように設け
てもよいことは勿論である。しかし、本例のようにパッ
キン2を中間部分12まで延設すると、矢印で示すよう
に、本体部1をコンクリート構造体100に取り付ける
ことによりパッキン2を力Fで締め付け、空間部S内に
止水剤を圧入したときに、内圧によるパッキン押し付け
力Pに対向して、皿断面状の脹らんだ傾斜部分に鎖線の
矢印で示すようなパッキン支持力が発生する。これによ
り、パッキン2が圧縮されて図示のように変形すると共
に、本体部1とコンクリート面との間で充填密度を増
し、良好なシール効果を発揮する。この傾斜部分の支持
力は、両端の締め付け位置のピッチの中間でも発生する
ので、本体部1の長さ方向の全体においてシール性が確
保される。
FIG. 4 shows the operation of the packing 2 of this example. Needless to say, the packing 2 may be provided at positions corresponding to both end portions 11 which are originally tightened portions, and may be provided as such. However, when the packing 2 is extended to the intermediate portion 12 as in this example, as shown by the arrow, the main body 1 is attached to the concrete structure 100 to tighten the packing 2 with the force F and stop it in the space S. When the liquid medicine is press-fitted, a packing supporting force as indicated by a chain line arrow is generated in the swollen inclined part of the dish cross section in opposition to the packing pressing force P due to the internal pressure. As a result, the packing 2 is compressed and deformed as shown in the drawing, and the packing density between the main body 1 and the concrete surface is increased, and a good sealing effect is exhibited. Since the supporting force of the inclined portion is generated even in the middle of the pitch of the fastening positions at both ends, the sealing property is secured in the entire length of the main body 1.

【0019】端部材3は、例えば黄銅の削りだし製であ
る。但し鋳造してもよい。材料としては、黄銅以外に、
本体部1と同様他の金属や樹脂等を使用できる。本体部
1が空間部Sを形成するように凸状になっていて、端部
材3は、本体部1と組み合わされてこの空間部を閉鎖す
るように構成されるから、その幅方向の断面は空間部S
を含む厚みを有することになり、本体部1よりも厚くな
って必然的に強度を備えることになる。従って、導通穴
33部分でもある程度の厚みが得られ、ねじ止め等によ
って止水剤注入口を接続することが容易になる。但し、
本実施例では、前述の如く、中央の穴の部分では更にt
だけ厚みを厚くしている。
The end member 3 is made of brass, for example. However, it may be cast. As a material, other than brass,
Other metals, resins, etc. can be used as in the main body 1. Since the main body 1 is convex so as to form the space S, and the end member 3 is configured to close the space by being combined with the main body 1, its cross section in the width direction is Space S
Since it has a thickness including, it becomes thicker than the main body 1 and necessarily has strength. Therefore, a certain amount of thickness can be obtained even in the conduction hole 33 portion, and it becomes easy to connect the waterproof agent injection port by screwing or the like. However,
In this embodiment, as described above, the central hole portion is further t
Only the thickness is increased.

【0020】端部材は、又、本体部1の端止めをするか
もしくは結合するだけでよいから、長さの短いものでよ
い。従って、このように厚みが厚く十分な強度を持たせ
る構造にしても、コンクリート構造物の止水器具全体と
しての材料コストに余り影響しない。
The end member may have a short length because it is only necessary to stop or connect the end of the main body 1. Therefore, even with such a structure having a large thickness and sufficient strength, the material cost of the entire waterproofing device for the concrete structure is not significantly affected.

【0021】図5は、以上のようなコンクリート構造物
の止水器具の使用状態を示す。同図(a)に示すよう
に、コンクリート構造物100の結合部又は漏水部であ
る隙間101が図示のように短い場合には、本体部1を
1枚とその両端に端部材3を2枚用いる。通常の工事方
法であるので図示しないが、先ず、取り付け穴11a、
32に対応する位置のコンクリート面に穴を開け、アン
カーボルト用ねじ座を挿入し、打ち込んでその奥側の鉛
材によって直径を拡大して抜けないようにし、本体部1
及び端部材3を対応する位置に設定し、全ての取り付け
穴にボルトを挿入してアンカーねじ内にねじ込み、パッ
キン2等を圧縮しつつ本体部1及び端部材3をコンクリ
ート面に固定する。
FIG. 5 shows a usage state of the water stopping device for the concrete structure as described above. As shown in FIG. 3A, when the gap 101, which is a joint or a water leak part of the concrete structure 100, is short as shown, one main body 1 and two end members 3 at both ends thereof are provided. To use. Although not shown because it is a normal construction method, first, the mounting hole 11a,
A hole is made in the concrete surface at a position corresponding to 32, and a screw seat for the anchor bolt is inserted and driven into the body so that the lead material on the back side expands the diameter to prevent it from coming off.
And the end members 3 are set at corresponding positions, bolts are inserted into all the mounting holes and screwed into the anchor screws, and the body 2 and the end members 3 are fixed to the concrete surface while compressing the packing 2 and the like.

【0022】この場合、コンクリート面が平面でなく、
ある程度窪みや出っ張り部分があっても、取り付け穴の
ボルトを締め付けるだけで、パッキン2の圧縮量のバラ
ツキに依存することなく、本体部1が適当に撓んで変形
することにより、コンクリート面になじみ、パッキンを
均一にコンクリート面に圧接させることができる。
In this case, the concrete surface is not flat,
Even if there is a dent or bulge to some extent, just by tightening the bolts in the mounting holes, the main body 1 flexes and deforms appropriately without depending on the variation in the amount of compression of the packing 2, so that it fits into the concrete surface, The packing can be pressed uniformly against the concrete surface.

【0023】なお、本例のように本体部1を1枚だけ用
いる場合には、本体部の相手側のない部分になる図示の
2点鎖線の部分を省略した端部材を用いることができ
る。但し、部品の共通性による管理面のメリット等を考
慮し、このような用途にも図2に示したものと同じ端部
材を用いてもよい。その場合には、結合する本体部のな
い側の被結合穴31及び導通穴33は放置しておいてよ
い。
When only one main body 1 is used as in the present example, an end member can be used in which the two-dot chain line portion shown in the figure, which is the non-counterpart of the main body, is omitted. However, the same end member as shown in FIG. 2 may be used for such an application in consideration of the merits of management due to the commonality of parts. In that case, the to-be-coupled hole 31 and the conduction hole 33 on the side having no main body to be coupled may be left unattended.

【0024】次に、導通穴33に図2に示すような口金
34をねじ込み、これに図示しない止水剤の溶液供給装
置を接続し、そのポンプで導通穴33を介してコンクリ
ート面と本体部1との空間部S内に止水剤を注入する。
止水剤には、低圧のものから粘度が高く注入時にある程
度の圧力を必要とするものもあるが、本止水器具によれ
ば、パッキンがコンクリート面に均一に圧接しているの
で、ある程度圧力が高くても容易に液漏れしない。又、
液が漏れても、シール面の長さが長いので、漏れる間に
空気に触れて凝結し、液自体がシール効果を発揮し、連
続的な漏洩は起こらない。なお、両端の端部材2のうち
の一方側の導通穴33には、上記の如く止水剤供給装置
を結合するが、他方側の端部材の導通穴33は開放状態
にして、空間部S内の空気が抜けた後にめくら栓をねじ
込む。
Next, a mouthpiece 34 as shown in FIG. 2 is screwed into the through hole 33, and a solution supply device for a waterproof agent (not shown) is connected to this, and the pump is used to connect the concrete surface and the main body through the through hole 33. A water blocking agent is injected into the space S with the space 1.
Some water-stopping agents have low viscosity to high viscosity and require a certain amount of pressure at the time of injection.According to this water-stopping tool, the packing is pressed evenly against the concrete surface, so some pressure is required. Liquid does not easily leak even when the temperature is high. or,
Even if the liquid leaks, since the length of the sealing surface is long, the liquid comes into contact with air during the leak to condense, the liquid itself exerts a sealing effect, and continuous leakage does not occur. Although the water blocking agent supply device is coupled to the one-sided conduction hole 33 of the end members 2 at both ends as described above, the conduction hole 33 of the other side end member is opened to leave the space S. After the air inside has escaped, screw in the blind plug.

【0025】止水剤には、イソシアネート系のものや水
ガラスにセメントを混ぜたもの等、凝固時間の長いもの
や短いものが各種あるが、本止水器具にはどのような止
水剤を用いることも可能である。止水剤が空間部S内に
充満して密閉されると、隙間101の大きさや深さの状
態、使用する止水剤の種類等により、その状態で止水剤
の発泡・膨張によってこれを隙間内へ侵入させるか、更
に止水剤を圧入してその圧力で隙間内に注入する。この
場合、止水剤は、空間部Sの長さ方向の全体からコンク
リート面に向かって直角方向に線状に隙間内に注入され
るので、十分な注入深さが得られると共に、注入時間も
短縮される。
There are various types of waterproofing agents, such as isocyanate type and water glass mixed with cement, which have a long solidification time and short ones. What kind of waterproofing agent should be used for this waterproofing device? It is also possible to use. When the water blocking agent is filled and sealed in the space S, the water blocking agent is foamed and expanded in that state depending on the size and depth of the gap 101, the type of the water blocking agent used, and the like. Either infiltrate into the gap or press-fit a water blocking agent and inject it into the gap with that pressure. In this case, the waterproofing agent is linearly injected into the gap from the entire length of the space S in the direction perpendicular to the concrete surface, so that a sufficient injection depth is obtained and the injection time is also increased. Shortened.

【0026】止水剤の注入とその凝結が完了すると、口
金34と止水剤供給装置との接続を解除する。この場
合、必要があれば、口金34をはつって取り除く。これ
で工事は完了する。この方法を用いれば、従来のVカッ
ト工法の1/10程度の時間で止水工事を完了できる。
又、従来技術のボックス工法よりも極めて工事が容易に
なり、工事に要する時間もその数分の1になることが予
想される。更に、本体部1は従来技術のボックスと異な
り、施工後のコンクリート面からの出っ張りが少ないの
で、水路の内面等の水の流れのある部分に用いる場合に
は、流体抵抗が殆ど生じない利点もある。
When the injection of the water blocking agent and its condensation are completed, the connection between the mouthpiece 34 and the water blocking agent supply device is released. In this case, if necessary, the cap 34 is mounted and removed. This completes the construction. If this method is used, the water stop construction can be completed in about 1/10 of the time required for the conventional V-cut construction method.
Further, it is expected that the construction will be much easier than the conventional box construction method, and the time required for the construction will be reduced to a fraction thereof. Furthermore, unlike the box of the prior art, the main body 1 has a small amount of protrusion from the concrete surface after construction. Therefore, when it is used in a portion where water flows such as the inner surface of a water channel, there is an advantage that almost no fluid resistance occurs. is there.

【0027】同図(b)は、隙間101が長く、止水器
具を3組用いる場合の例を示す。この場合にも、上記の
1組の場合と同様の工法になる。端部材3−2及び3−
3には、両端に本体部1−1、1−2及び1−2、1−
3が結合される。従って、この端部材には、図2に示す
ように両側に被結合穴31及び導通穴33を備えたもの
が用いられる。両端の端部材2−1及び2−4として
は、前記のように2点鎖線で示す片側のないものでもよ
い。
FIG. 2B shows an example in which the gap 101 is long and three sets of waterproofing devices are used. In this case as well, the construction method is the same as in the case of one set described above. End members 3-2 and 3-
3 has body parts 1-1, 1-2 and 1-2, 1-on both ends.
3 are combined. Therefore, as this end member, as shown in FIG. 2, a member having the coupled hole 31 and the conducting hole 33 on both sides is used. The end members 2-1 and 2-4 at both ends may not have the one side indicated by the two-dot chain line as described above.

【0028】同図(c)はトンネル200の止水例であ
る。この場合には、本体部1は円周上のコンクリート面
に取り付けられる。しかしながら、本体部1が長さ方向
にも可撓性を有するので、このような比較的大きな曲率
に対しては、本体部1を無理なくコンクリート面に容易
に沿わせることができる。
FIG. 3C shows an example of stopping water in the tunnel 200. In this case, the main body 1 is attached to the concrete surface on the circumference. However, since the main body 1 is also flexible in the length direction, the main body 1 can easily be made to follow the concrete surface with respect to such a relatively large curvature.

【0029】図6は端部材の他の例を示す。図では、そ
の中心部分の断面を表している。幅方向は、図2のもの
と同様の形状になっている。本図の端部材3´は、長さ
方向に所定角度として互いに90°をなして配設される
本体部の1つ1−1と他の1つ1−2との間に介装さ
れ、同じ角度90°曲がっている。この端部材3´の所
定の曲がり角は、90°より大きくても小さくてもよ
く、又、一定の曲率をもって曲面状に曲がるようにして
もよく、止水器具が適用されるコンクリート構造物の形
状に合わせて定められる。例えば、図6で二点鎖線で示
すように、コンクリート構造物100の角が斜めになっ
ているような場合には、端部材3´もそれに合った形状
にされる。
FIG. 6 shows another example of the end member. In the figure, the cross section of the central portion is shown. The width direction has a shape similar to that of FIG. The end member 3'in this figure is interposed between one of the main body parts 1-1 and the other one of the main body parts which are arranged at a predetermined angle of 90 ° in the longitudinal direction, It is bent at the same angle of 90 °. The predetermined bending angle of the end member 3'may be larger or smaller than 90 °, or may be curved in a curved shape with a constant curvature, and the shape of the concrete structure to which the waterproof device is applied. It is set according to. For example, as shown by the chain double-dashed line in FIG. 6, when the corners of the concrete structure 100 are slanted, the end member 3'is also shaped accordingly.

【0030】図7は、このような端部材3´の適用例を
示す。この例は、農業用水路等に用いられる90°曲が
ったコの字型の水路の接続部分を内面側から止水する場
合である。水路の寸法によって本体部の長さを調整し、
例えば両側面ではそれぞれ3本の本体部1を3個の端部
材3で端止め及び結合し、底面では4本の本体部1を3
個の端部材3で結合し、両側面と底面との間を2個の9
0°曲がりの端部材3´で結合する。そして、順次それ
ぞれの端部材から止水剤を注入する。このような端部材
3´を用いると、コンクリート構造物に曲がり部があっ
ても、一貫して能率良く止水工事を施工できる。
FIG. 7 shows an application example of such an end member 3 '. This example is a case where the connecting portion of a U-shaped water channel bent at 90 ° used for an agricultural water channel or the like is stopped from the inner surface side. Adjust the length of the main body according to the dimensions of the water channel,
For example, on both side surfaces, three main body portions 1 are respectively fixed and joined by three end members 3, and on the bottom surface, four main body portions 1 are connected to each other.
The end members 3 are joined together, and two 9
The end members 3'bent by 0 ° are connected. Then, the water blocking agent is sequentially injected from each end member. If such an end member 3'is used, even if there is a bend in the concrete structure, the waterproof construction can be performed consistently and efficiently.

【0031】[0031]

【発明の効果】請求項1の発明においては、本体部が幅
の割りに長さが十分長くなっているので、シール部材を
装着した1本の本体部と両端の端部材との組合せによ
り、長い範囲を一度に止水できる。この場合、本体部の
幅方向両端の固定部と長さ方向両端の端部材とをコンク
リート構造物に固定するので、ボックスを多数連設して
単体ボックス毎にその4隅をコンクリート構造物にする
のに較べて、固定個所が減少し、工事が容易になる。一
方、ボックスのように長さ方向のシールを必要としない
ので、両側の適当なピッチの取り付け穴を固定するだけ
で、必要なシール効果を得ることができる。そして、本
体部の両端が端部材で固定されるので、長さ方向の両端
も強固に固定される。
According to the first aspect of the present invention, since the length of the main body is sufficiently long for the width, the combination of one main body with the seal member and the end members at both ends can provide Water can be stopped in a long range at once. In this case, since the fixing portions at both ends in the width direction of the main body and the end members at both ends in the length direction are fixed to the concrete structure, a large number of boxes are connected in series and the four corners of each single box are made into the concrete structure. Compared with, the number of fixing points is reduced and the construction becomes easier. On the other hand, unlike the box, which does not require a lengthwise seal, the necessary sealing effect can be obtained simply by fixing the mounting holes at appropriate pitches on both sides. Since both ends of the main body are fixed by the end members, both ends in the length direction are also firmly fixed.

【0032】更に、1本の本体部に対して、止水剤の注
入と空気抜きを1度だけ行えばよいから、ボックス工法
に較べて大幅に工事が簡単になり、時間も短縮される。
又、止水剤が止水面に線状に進入するので、Vカット工
法のように放射状に広がる必要がなく、止水剤の注入圧
力を低減できる。そして更に、単位長さを止水する場合
に部品点数が減り、器具自体のコストが低減すると共
に、部品管理等の間接工事費も減少する。
Further, since the injection of the waterproofing agent and the air bleeding need only be performed once for one main body portion, the construction is greatly simplified and the time is shortened as compared with the box construction method.
Further, since the water blocking agent linearly enters the water blocking surface, it is not necessary to radially spread the water blocking agent as in the V-cut construction method, and the injection pressure of the water blocking agent can be reduced. Furthermore, when the unit length is stopped, the number of parts is reduced, the cost of the equipment itself is reduced, and the indirect construction cost such as parts management is also reduced.

【0033】本体部は、幅の割りに長さが長いこと、皿
断面状になっていること、及び端部材があるため本体部
自体に止水剤供給部等を設ける必要がないためボックス
工法のようにその厚みを厚くする必要がないことから、
何れの方向にも断面係数がそれ程大きくならないため、
止水すべきコンクリート構造物の面が平坦でなくても、
本体部が変形してコンクリート面に沿い、止水剤のシー
ル性がよい。一方、皿断面状の脹らみとシール部材の厚
みとにより、止水剤貯留送り部としての必要な空間は確
保される。本体部は、又、簡単な曲げ加工と穴明け加工
だけで製造できるので、現場加工も可能であり、その製
造は極めて容易で、製造費も低廉なものとなる。
The main body portion is long for its width, has a dish cross section, and since there is an end member, it is not necessary to provide a waterproofing agent supply portion or the like on the main body portion itself, so that the box construction method is used. Since it is not necessary to increase the thickness like
Since the section modulus does not become so large in either direction,
Even if the surface of the concrete structure to be stopped is not flat,
The main body is deformed and runs along the concrete surface, and the waterproofing agent seals well. On the other hand, due to the expansion of the dish cross section and the thickness of the seal member, the space required as the waterproofing agent storing and feeding section is secured. Further, since the main body can be manufactured only by simple bending work and drilling work, it can be processed in the field, and its manufacture is extremely easy and the manufacturing cost is low.

【0034】以上のように、請求項1の発明において
は、コンクリート構造物の止水器具を皿断面状で幅の割
りに長さの十分長い本体部とシール部材と本体部の両端
側に設けられる端部材とを巧みに組合せることにより、
これらの相乗作用により、止水剤の漏洩を防止し、熟練
を必要としないような工事の容易化及び高能率化を図
り、更に止水器具自体及び工事費用を低減することがで
きる。
As described above, in the first aspect of the invention, the waterproofing device for the concrete structure is provided on both ends of the main body portion, the seal member, and the main body portion which are long enough for the width in the dish cross section. By skillfully combining the end members that are used,
By these synergistic effects, it is possible to prevent the leakage of the waterproofing agent, facilitate the construction that does not require skill and increase the efficiency, and further reduce the waterproofing apparatus itself and the construction cost.

【0035】請求項2の発明においては、上記に加え
て、シール部材を本体部の中間部分の一部分まで延設す
るので、内部に止水剤の圧力が加わったときに、シール
部材が皿断面状の傾斜面及びコンクリート構造物の面で
長さ方向にほぼ一様に支持され、圧縮されて大きなシー
ル効果を生ずる。
In the invention of claim 2, in addition to the above, since the seal member is extended to a part of the intermediate portion of the main body, when the pressure of the waterproofing agent is applied to the inside, the seal member has a dish cross section. It is supported almost uniformly in the lengthwise direction on the sloped surface and the surface of the concrete structure, and is compressed to produce a large sealing effect.

【0036】請求項3の発明においては、導通穴の外部
と通ずる部分を他の部分よりも厚くするので、この部分
に一層確実に止水剤供給装置の接続部材を取り付けるこ
とができる。又、本体部の長さ方向の端を止めることが
できる。
According to the third aspect of the present invention, the portion communicating with the outside of the conduction hole is made thicker than the other portions, so that the connecting member of the waterproof agent supply device can be attached to this portion more reliably. Further, the end of the main body in the length direction can be stopped.

【0037】請求項4の発明においては、コンクリート
構造体の止水部分の形状により、本体部が所定角度を成
して取り付けられる場合に、端部材をその角度に曲がっ
たものにできるので、コンクリート構造物に角部分等が
あっても、一貫した止水工事ができ、工事の能率を上げ
ることができる。
According to the invention of claim 4, when the main body is attached at a predetermined angle due to the shape of the water blocking portion of the concrete structure, the end member can be bent at that angle. Even if there are corners in the structure, consistent water stop work can be done, and the work efficiency can be improved.

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

【図1】コンクリート構造物の止水器具の本体部及びシ
ール部材の一例を示し、(a)は正面図で(b)は平面
図である。
FIG. 1 shows an example of a main body portion and a sealing member of a waterproofing device for a concrete structure, (a) is a front view and (b) is a plan view.

【図2】上記止水器具の端部材の一例を示し、(a)は
斜視図、(b)は側面図、(c)は正面図、そして
(d)は裏面図である。
2A and 2B show an example of an end member of the waterproof device, FIG. 2A is a perspective view, FIG. 2B is a side view, FIG. 2C is a front view, and FIG.

【図3】本体部にかかる外力モーメントの状態を示す斜
視図である。
FIG. 3 is a perspective view showing a state of an external force moment applied to the main body.

【図4】パッキンの作用の説明図である。FIG. 4 is an explanatory view of the action of the packing.

【図5】(a)乃至(c)は、止水工事を行うときの止
水器具の適用例を示し、(a)及び(b)は平面図で
(c)は断面図である。
5 (a) to 5 (c) show examples of application of a waterproof device for waterproofing work, (a) and (b) are plan views, and (c) is a sectional view.

【図6】端部材の他の例を示す断面図である。FIG. 6 is a cross-sectional view showing another example of the end member.

【図7】止水工事における止水器具の他の適用例を示
し、(a)は水路の正面図で(b)は(a)のb−b線
断面図である。
FIG. 7 shows another application example of the waterproof device in the waterproof work, (a) is a front view of the water channel, and (b) is a sectional view taken along line bb of (a).

【図8】従来の止水器具の斜視図である。FIG. 8 is a perspective view of a conventional waterproof device.

【符号の説明】[Explanation of symbols]

1 本体部 2 パッキン 3 端部材 11 固定部 11a 本体部取り付け穴 12 中間部分 13 両端部分 13a 結合穴 31 被結合穴 32 端部材取り付け穴 33 導通穴 DESCRIPTION OF SYMBOLS 1 Main body 2 Packing 3 End member 11 Fixed part 11a Main body mounting hole 12 Intermediate part 13 Both ends 13a Coupling hole 31 Combined hole 32 End member mounting hole 33 Conducting hole

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 断面が皿断面状で幅の割りに長さの十分
長い本体部と、該本体部に設けられるシール部材と、前
記本体部の両端側に設けられる端部材と、を有し、 前記本体部は、コンクリート構造物に取り付けられるた
めの本体部取り付け穴を備え幅方向の両端側に形成され
た平坦な固定部と、コンクリート構造物に取り付けられ
る側とは反対側に前記固定部から連続して凸状に形成さ
れた中間部分と、前記端部材と結合されるための結合穴
の開けられた長さ方向の両端部分と、を備え、 前記シール部材は、前記幅方向の両端側において少なく
とも前記長さ方向の両端部の手前側まで延設されてい
て、 前記端部材は、前記本体部の両端部とコンクリート構造
物との間に装着され、前記結合穴と対向する被結合穴と
コンクリート構造物に取り付けられるための端部材取り
付け穴と前記中間部分の内側から外部に導通する導通穴
とを備え、 ていることを特徴とするコンクリート構造物の止水器
具。
1. A main body having a dish-shaped cross section and a length long enough for its width, a seal member provided on the main body, and end members provided on both end sides of the main body. The main body is provided with a main body attachment hole for attaching to a concrete structure, and flat fixing portions formed on both end sides in the width direction, and the fixing portion on the side opposite to the side attached to the concrete structure. From the intermediate portion formed continuously in a convex shape, and both end portions in the longitudinal direction in which a coupling hole for coupling with the end member is provided, and the sealing member has both widthwise ends. Side is extended to at least the front side of both ends in the lengthwise direction, the end member is mounted between both ends of the main body portion and the concrete structure, and is joined to the joint hole facing the joint hole. Mounting on holes and concrete structures A waterproofing device for a concrete structure, comprising: an end member mounting hole for being struck and a conduction hole that conducts from the inside of the intermediate portion to the outside.
【請求項2】 前記シール部材は、幅方向において前記
両端側から前記中間部分の一部分まで延設されているこ
とを特徴とする請求項1に記載のコンクリート構造物の
止水器具。
2. The waterproofing device for a concrete structure according to claim 1, wherein the seal member extends from the both end sides to a part of the intermediate portion in the width direction.
【請求項3】 前記端部材において前記導通穴の外部と
通ずる部分は他の部分よりも厚みが厚いことを特徴とす
る請求項1に記載のコンクリート構造物の止水器具。
3. The waterproofing device for a concrete structure according to claim 1, wherein a portion of the end member communicating with the outside of the conduction hole is thicker than other portions.
【請求項4】 前記端部材は、長さ方向に所定角度をな
して配設される本体部の1つと他の1つとの間に介装さ
れ、前記所定角度曲がっていて、曲がり部の両端側に前
記端部材取り付け穴と前記導通穴とを有する、ことを特
徴とする請求項1に記載のコンクリート構造物の止水器
具。
4. The end member is interposed between one of the main body and the other of the main body arranged at a predetermined angle in the lengthwise direction, and is bent at the predetermined angle, and both ends of the bent portion. The water stop implement for a concrete structure according to claim 1, wherein the end member mounting hole and the conduction hole are provided on a side.
JP7237639A 1995-08-22 1995-08-22 Water-sealing tool for concrete structure Pending JPH0960306A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7237639A JPH0960306A (en) 1995-08-22 1995-08-22 Water-sealing tool for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7237639A JPH0960306A (en) 1995-08-22 1995-08-22 Water-sealing tool for concrete structure

Publications (1)

Publication Number Publication Date
JPH0960306A true JPH0960306A (en) 1997-03-04

Family

ID=17018313

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7237639A Pending JPH0960306A (en) 1995-08-22 1995-08-22 Water-sealing tool for concrete structure

Country Status (1)

Country Link
JP (1) JPH0960306A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009410A (en) * 2005-06-28 2007-01-18 Shibata Ind Co Ltd Cut-off sheet and cut-off structure
JP2010270481A (en) * 2009-05-20 2010-12-02 Bridgestone Kbg Co Ltd Water cut-off plate
JP2012154169A (en) * 2012-05-08 2012-08-16 Hata Bosui Kensetsu Kk Sealing method of building structure
CN104047268A (en) * 2014-05-26 2014-09-17 江苏鼎泰工程材料有限公司 Dam reinforcement method
CN104947674A (en) * 2013-10-26 2015-09-30 葛洲坝集团第一工程有限公司 Construction device and method for concrete face dam water stop mortar bed

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007009410A (en) * 2005-06-28 2007-01-18 Shibata Ind Co Ltd Cut-off sheet and cut-off structure
JP2010270481A (en) * 2009-05-20 2010-12-02 Bridgestone Kbg Co Ltd Water cut-off plate
JP2012154169A (en) * 2012-05-08 2012-08-16 Hata Bosui Kensetsu Kk Sealing method of building structure
CN104947674A (en) * 2013-10-26 2015-09-30 葛洲坝集团第一工程有限公司 Construction device and method for concrete face dam water stop mortar bed
CN104947674B (en) * 2013-10-26 2017-05-17 中国葛洲坝集团第一工程有限公司 Construction method for concrete face dam water stop mortar bed construction trolley
CN104047268A (en) * 2014-05-26 2014-09-17 江苏鼎泰工程材料有限公司 Dam reinforcement method

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