JPH0431360Y2 - - Google Patents

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Publication number
JPH0431360Y2
JPH0431360Y2 JP1985173600U JP17360085U JPH0431360Y2 JP H0431360 Y2 JPH0431360 Y2 JP H0431360Y2 JP 1985173600 U JP1985173600 U JP 1985173600U JP 17360085 U JP17360085 U JP 17360085U JP H0431360 Y2 JPH0431360 Y2 JP H0431360Y2
Authority
JP
Japan
Prior art keywords
water
stopping
stop
joint surface
present
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
Application number
JP1985173600U
Other languages
Japanese (ja)
Other versions
JPS6281700U (en
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 filed Critical
Priority to JP1985173600U priority Critical patent/JPH0431360Y2/ja
Publication of JPS6281700U publication Critical patent/JPS6281700U/ja
Application granted granted Critical
Publication of JPH0431360Y2 publication Critical patent/JPH0431360Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上と利用分野〕 本考案は漏水箇所の発見の容易な止水構造に関
する。
[Detailed description of the invention] [Industrial and field of application] The present invention relates to a water stop structure that allows easy detection of water leakage points.

〔従来の技術と問題点〕[Conventional technology and problems]

第3図に示すように、地中に円筒状のコンクリ
ート壁を建設する工事においては、全深長を何段
にも分割し、上段より順にコンクリートを注入し
固化する方法が採られている。このとき、隣接す
る段のコンクリートの接合部には、止水材を全周
囲に渡つて配設し、背面部からの漏水を抑える。
As shown in Figure 3, when constructing a cylindrical concrete wall underground, a method is adopted in which the total depth is divided into several stages, and concrete is poured and solidified in order from the upper stage. At this time, water stop material is placed around the entire periphery of the joints between the concrete of adjacent tiers to prevent water from leaking from the back.

すなわち、第2図に示すように、コンクリート
構造物2の接合面に、a−b−c−d−e−f−
g−h−i−aのように止水材1を配設する。
That is, as shown in FIG. 2, a-b-c-d-e-f-
The water stop material 1 is arranged like ghia.

しかしながら、この場合に、Wの箇所で漏水が
起きると、浸入水は接合面の止水材内側部分全体
に拡散浸透してしまい、広範な部分から内部に漏
水が起きる。したがつて、漏水箇所の発見、特定
が難しく、修理に手間取るという問題点があつ
た。
However, in this case, if water leaks at the location W, the infiltrated water will diffuse and permeate the entire inner part of the water stop material on the joint surface, causing water to leak inside from a wide area. Therefore, there was a problem in that it was difficult to discover and identify the water leakage point, and it took time to repair it.

〔問題点を解決するための手段〕[Means for solving problems]

本考案はこの問題点を改善するもので、本考案
の止水構造は、円筒状コンクリート構造物打継部
の接合面に連続的に止水材を配設してなる止水構
造において、配設した止水材よりも内側の接合面
を、複数個の止水区画に区分するように止水材を
配設してなることを特徴とする。
The present invention aims to improve this problem, and the water-stopping structure of the present invention is a water-stopping structure in which a water-stopping material is continuously disposed on the joint surface of a cylindrical concrete structure joint. It is characterized in that the water-stopping material is arranged so that the joint surface inside the provided water-stopping material is divided into a plurality of water-stopping sections.

本考案の止水材は、コンクリート接合面用止水
材であればいかなるものでもよいが、特に水膨潤
性物質からなる水膨潤性止水材が好ましい。
The water-stop material of the present invention may be any water-stop material for concrete joint surfaces, but water-swellable water-stop materials made of water-swellable substances are particularly preferred.

そのような水膨潤性物質として適当なものは、
例えばビニル系、アクリル系の単一重合体、もし
くは共重合体、ポリウレタン系重合体、セルロー
ス、デンプン、またはその変性物、架橋物などが
挙げられる。なかでも好ましいものは、水膨潤性
ポリウレタン含有可撓性物質であり、特に好まし
いものは、水膨潤性ポリウレタンと天然ゴム、合
成ゴム、もしくは再生ゴム等の混合物からなる可
撓性物質である。
Suitable water-swellable substances include:
Examples include vinyl-based or acrylic-based homopolymers or copolymers, polyurethane-based polymers, cellulose, starch, or modified or crosslinked products thereof. Among these, preferred are flexible materials containing water-swellable polyurethane, and particularly preferred are flexible materials comprising a mixture of water-swellable polyurethane and natural rubber, synthetic rubber, recycled rubber, or the like.

本考案の止水構造の1実施例を第1図に示す。 An embodiment of the water-stopping structure of the present invention is shown in FIG.

コンクリート構造物2の接合面に、止水材1
が、a−b−c−d−e−f−g−h−i−aと
配設され、さらに同じ止水材がa−a′,b−b′,
…,i−i′の各部に配設されて、止水構造内側を
a′−b′,b′−c′,…i′−a′の止水区画に分割して

る。
Water stop material 1 on the joint surface of concrete structure 2
are arranged as a-b-c-d-e-f-g-h-i-a, and the same waterproof material is arranged as a-a', b-b',
..., i-i', to protect the inside of the water-stopping structure.
It is divided into water-stop sections a'-b', b'-c', ...i'-a'.

第1図において、点Wで漏水が起きた場合、浸
透水は止水区画a′−b′の内部には拡散するが、止
水材a−a′,b−b′に遮られて他の止水区画には
浸透しない。よつて内側への漏水は止水区画a′−
b′のみに起こり、漏水箇所の発見、特定が大変容
易である。
In Fig. 1, when a water leak occurs at point W, the seepage water diffuses into the water-stopping section a'-b', but is blocked by the water-stopping materials a-a' and bb' and goes elsewhere. It does not penetrate into the water-tight compartment. Therefore, water leakage to the inside is blocked by the water stop section a′−
This occurs only in b', and it is very easy to find and identify the leakage point.

なお、このような止水区画の数と大きさは、工
事の目的と状況により適当に設計することがで
き、上記の態様に限られるものではない。
The number and size of such water-stopping sections can be appropriately designed depending on the purpose and situation of the construction work, and are not limited to the above embodiments.

〔考案の効果〕[Effect of idea]

このように、本考案の止水構造によれば、漏水
箇所を簡単に発見でき、工事の作業性が非常に向
上する。
As described above, according to the water-stopping structure of the present invention, water leakage points can be easily discovered, and the workability of construction work is greatly improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案の止水構造の一例を示す平面図
である。第2図は従来の止水構造の一例を示す平
面図である。第3図は本考案の適用されるコンク
リート構造物の一例を示す断面図である。 1……コンクリート、2……止水材、Wは漏水
箇所を、またa,a′……,i,i′は止水区画を表
す接合面上の点である。
FIG. 1 is a plan view showing an example of the water stop structure of the present invention. FIG. 2 is a plan view showing an example of a conventional water stop structure. FIG. 3 is a sectional view showing an example of a concrete structure to which the present invention is applied. 1...Concrete, 2...Water-stopping material, W is a water leakage point, and a, a'..., i, i' are points on the joint surface representing water-stopping sections.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 円筒状コンクリート構造物打継部の接合面に、
連続的に止水材を配設してなる止水構造におい
て、配設した止水材よりも内側の接合面を、複数
個の止水区画に区分するように止水材を配置して
なる止水構造。
On the joint surface of the joint of a cylindrical concrete structure,
In a water-stopping structure in which water-stopping materials are continuously arranged, the water-stopping materials are arranged so that the joint surface inside the arranged water-stopping materials is divided into a plurality of water-stopping sections. Water-stop structure.
JP1985173600U 1985-11-13 1985-11-13 Expired JPH0431360Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985173600U JPH0431360Y2 (en) 1985-11-13 1985-11-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985173600U JPH0431360Y2 (en) 1985-11-13 1985-11-13

Publications (2)

Publication Number Publication Date
JPS6281700U JPS6281700U (en) 1987-05-25
JPH0431360Y2 true JPH0431360Y2 (en) 1992-07-28

Family

ID=31111210

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985173600U Expired JPH0431360Y2 (en) 1985-11-13 1985-11-13

Country Status (1)

Country Link
JP (1) JPH0431360Y2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5854500U (en) * 1981-10-06 1983-04-13 東洋物産株式会社 Tunnel waterproof sheet installation device

Also Published As

Publication number Publication date
JPS6281700U (en) 1987-05-25

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