JPS6042105Y2 - Joint water stop material - Google Patents

Joint water stop material

Info

Publication number
JPS6042105Y2
JPS6042105Y2 JP11072982U JP11072982U JPS6042105Y2 JP S6042105 Y2 JPS6042105 Y2 JP S6042105Y2 JP 11072982 U JP11072982 U JP 11072982U JP 11072982 U JP11072982 U JP 11072982U JP S6042105 Y2 JPS6042105 Y2 JP S6042105Y2
Authority
JP
Japan
Prior art keywords
water
joint
foam
adhesive layer
water stop
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
JP11072982U
Other languages
Japanese (ja)
Other versions
JPS5914820U (en
Inventor
善明 中嶋
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 JP11072982U priority Critical patent/JPS6042105Y2/en
Publication of JPS5914820U publication Critical patent/JPS5914820U/en
Application granted granted Critical
Publication of JPS6042105Y2 publication Critical patent/JPS6042105Y2/en
Expired legal-status Critical Current

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  • Joints With Sleeves (AREA)

Description

【考案の詳細な説明】 この考案は土木工事や建築工事などにおいて、コンクリ
ート等の構造体の接合面の空間を充たし、かつその間の
止水を行う部材に関するものである。
[Detailed Description of the Invention] This invention relates to a member that fills the space at the joint surfaces of structures such as concrete and shuts off water between them in civil engineering work, construction work, etc.

従来において、築堤や柵渠を構築するにあたっては、第
1図で示すように隣接する構造体1,1の接合端面の間
に目地2としてアスファルトなどの歴青材料を充填し、
さらに止水を必要とする場合は、接合端面と直交する方
向にプラスチック、ゴム等の止水板3を挿入するように
ている。
Conventionally, when constructing an embankment or a fence culvert, bituminous material such as asphalt is filled as a joint 2 between the joint end surfaces of adjacent structures 1, 1, as shown in FIG.
If further water stoppage is required, a waterstop plate 3 made of plastic, rubber, etc. is inserted in a direction perpendicular to the joint end surfaces.

しかし、アスファルトなどの歴青材料は、溶触状態のも
のを間隙に充填することから、施工が容易にできる反面
、硬化した後は構造体1,1の変形、ずれなどに対応し
難く、その間に間隙を生じてしまう場合がある。
However, bituminous materials such as asphalt can be easily constructed by filling the gaps in a molten state, but on the other hand, after hardening, it is difficult to deal with deformation or displacement of the structure 1, 1, and during that time, This may result in gaps.

また、止水板3は構造体1,1に間に生じる上記のよう
な間隙、いわゆる水みちを遮断し、その−面側の水が他
面側に漏れるのを防止するものであるが、構造体1,1
の変形や不等性下等に伴い、同体1,1との間にいわゆ
るガタが生じ易い。
In addition, the water stop plate 3 blocks the above-mentioned gap that occurs between the structures 1, 1, so-called water channels, and prevents water on the negative side from leaking to the other side. structure 1,1
Due to deformation or inequality, so-called looseness is likely to occur between the bodies 1 and 1.

従って結局は水みちを遮断することは困難で、却って止
水板の周囲に新たな水みちを形成するなど、時間の経過
等に伴い止水機能の低下を招くことになる。
Therefore, in the end, it is difficult to block off the water path, and on the contrary, a new water path is formed around the water stop plate, resulting in a decline in the water stop function over time.

このような実状から、近年では粘着層を備えた目地材や
止木材も提案されているが、この場合短期的には充分効
果を期待することができるもの)、土木や建築部門のよ
うに長期の使用を目的とするものでは、万一粘着層が破
断したり、粘着性の劣化を生じた場合における止水機能
の低下が問題とされる。
Given this situation, in recent years, joint materials and retaining materials with adhesive layers have been proposed, but in this case, sufficient effects can be expected in the short term), while in the civil engineering and construction sectors, long-term In the case of products intended for use in , there is a problem that the water-stopping function will deteriorate in the event that the adhesive layer ruptures or the adhesiveness deteriorates.

この考案はか)る従来の問題点に鑑み、検討の結果なさ
れたものであって、目地の補填機能を強化すると共に、
長期に亘る止水機能の維持を図ったものである。
This idea was made as a result of consideration in view of the conventional problems, and in addition to strengthening the joint compensation function,
The aim is to maintain the water-stop function over a long period of time.

以下、この考案の構成を図示の一実施例に基き、詳細に
説明する。
Hereinafter, the configuration of this invention will be explained in detail based on an illustrated embodiment.

第2図で示すように、この考案による目地止木材は、独
立気泡を有し、撥水性のある伸縮自在な発泡体10を主
材とし、この一面または両面の少くとも一方向に亘って
水膨潤性の止水帯11,11を添え、かつこれらの面に
粘着層12.12を形成したものである。
As shown in Fig. 2, the joint sealing lumber according to this invention is mainly made of a water-repellent elastic foam 10 with closed cells, and has water-repellent properties on at least one direction of one or both sides of the foam. Swellable waterstops 11, 11 are attached, and adhesive layers 12, 12 are formed on these surfaces.

発泡体10は一般に板状に成形されるが、第2図のもの
ではその両面縦方向に溝を成形し、これに止水帯11,
11を嵌込んであり、さらに粘着面には剥離シート13
.13が施しである。
The foam 10 is generally formed into a plate shape, but in the one shown in FIG.
11 is fitted, and a release sheet 13 is further attached to the adhesive surface.
.. 13 is alms.

発泡体10としてはゴム類や樹脂類またはこれらの混合
物を発泡成形したものが使用され、ゴム系素材としては
天然ゴム、ブチルゴム、SBRなどが、また膨脂系素材
としてはポリエチレン、ポリプロピレン、エチレン酢酸
ビニルコポリマなどが用いられる。
The foam 10 is formed by foaming rubber, resin, or a mixture thereof, and rubber-based materials include natural rubber, butyl rubber, SBR, etc., and swelling-based materials include polyethylene, polypropylene, and ethylene acetate. Vinyl copolymers and the like are used.

他方、粘着層12はゴム系、特に天然ゴム、ブチルゴム
を素材としたものがよく、これらの素材をアスファルト
等の溶剤で可塑化させて発泡体1の表面に塗布するか、
薄層板状のものを粘着て形成するのがよい。
On the other hand, the adhesive layer 12 is preferably made of rubber, especially natural rubber or butyl rubber, and these materials may be plasticized with a solvent such as asphalt and applied to the surface of the foam 1, or
It is best to form a thin plate-like material with adhesive.

また、止水帯11としては天然コムに繊維材などの水膨
張材を混和して形成、加硫したものがよく、この種の目
的で成形されたものでは一般に水を含むと時間の経過に
伴い、弾性を保持したま)体積を2〜4倍程増加するも
のが多い。
In addition, the water stopband 11 is preferably formed by mixing natural comb with a water-expandable material such as a fiber material and vulcanizing it. In general, the water stopband 11 is formed by mixing a water-expandable material such as a fiber material with natural comb and vulcanizing it. In many cases, the volume increases by 2 to 4 times while maintaining elasticity.

次にこの考案による目地止木材を使用する方法について
説明する。
Next, a method of using the joint lumber according to this invention will be explained.

第3図は現場打のコンクリート構造体a、 bの接合部
に適用した例を示したものであるが、この場合は先ず一
方の剥離紙13を剥がしてこの面を既設の構造体aの接
合面に貼る。
Figure 3 shows an example where the application is applied to the joint between cast-in-place concrete structures a and b. Paste it on the surface.

次いで他方の剥離紙13を剥がし、この側面にコンクリ
ートを打設で構造体すを構築する。
Next, the other release paper 13 is peeled off, and concrete is poured on this side to construct a structure.

コンクリートは養生することにより硬化するが、これに
伴い接着面が構造体すの接合面に接着する。
As concrete hardens as it cures, the adhesive surface adheres to the joint surface of the structure.

発泡体10は独立気泡を有し撥水性があるので、水を通
すことなく、接合端面間において止水を行う、また伸縮
性を有するため、打設時及びその後の構造体a、 b
の変形、それらのずれなどに対応することができる。
The foam 10 has closed cells and is water repellent, so it does not allow water to pass through and stops water between the jointed end faces.It also has elasticity, so it is suitable for structures a and b during and after pouring.
It is possible to deal with deformations and deviations between them.

第4図はこの状態を示したもので同図イは構造体a、b
が互いにその厚さ方向にずれた場合、また同図口は構造
体a、 bの角度にずれが生じた場合で、何れも粘着層
12゜12が構造体a、bの接合面に接着したま)発泡
体10が変形してこのずれに対応する。
Figure 4 shows this state, where A is the structure a and b.
deviate from each other in the thickness direction, and the figure shows a case in which the angles of structures a and b shift, and in both cases, the adhesive layer 12°12 adheres to the bonding surface of structures a and b. m) The foam 10 deforms to accommodate this shift.

良好な接着状態の場合、粘着層12.12は長期に亘っ
て構造体a、 bの接合面に接着するが、止水帯11.
11は水を含むと膨張するので、背後の発泡体10に押
圧されつ)上記接合面に密着し、従って万一粘着層12
.12が接合面から剥離しても止水機能を保持す。
In the case of good adhesion, the adhesive layer 12.12 will adhere to the joint surfaces of the structures a and b for a long time, but the water stopper 11.
11 expands when it contains water, so it is pressed by the foam 10 behind it and adheres closely to the bonding surface. Therefore, in the unlikely event that the adhesive layer 12
.. Even if 12 is peeled off from the joint surface, the water stop function is maintained.

特に止水帯11,11を発泡体10に形成した溝に嵌込
んた場合は、その膨張によって止水帯11.11が溝に
しっかりと嵌合し、保持されると共に、発泡体10の弾
力を周囲から効果的に作用させることができる。
In particular, when the tourniquets 11, 11 are fitted into the grooves formed in the foam 10, the expansion causes the tourniquets 11, 11 to firmly fit and be held in the grooves, and the elasticity of the foam 10 can be effectively applied from the surroundings.

第5図はプレキャスト製品としてヒユーム管を接合して
水路やトンネルを構築する場合の適用例を示したもので
あるが、この他に例えばシールド工法におけるセグメン
ト間の目地充填等に使用できる。
FIG. 5 shows an example of application in the case of constructing a waterway or tunnel by joining hume pipes as a precast product, but it can also be used, for example, for filling joints between segments in the shield construction method.

以上のように、この考案による目地止木材を使用した場
合は、構造体a、 bの変形やずれに対応してその接合
面に密着するので、いわゆる水みちを作らず、長期に亘
って完全な止水機能を維持する。
As mentioned above, when using the jointing lumber of this invention, it adheres closely to the joint surfaces of structures a and b in response to deformation or misalignment, so it does not create so-called water channels and is completely maintained over a long period of time. Maintains water-stop function.

また万一、粘着層12が剥れた場合も、膨張した止水帯
11,11がその背後から弾性的に押圧する発泡体10
によって構造体a、 bの接合面に密着するので、上記
剥離による止水機能の喪失といった状態を招くことが無
い。
In addition, even if the adhesive layer 12 should peel off, the expanded water stopbands 11, 11 will elastically press the foam 10 from behind.
Since it is in close contact with the joint surfaces of structures a and b, the water stop function is not lost due to the above-mentioned peeling.

さらに目地と止木材が一体となっているので、各別に取
扱う場合に比べて施工が容易になるほど、所期の目的を
遠戚することができる。
Furthermore, since the joint and the lumber are integrated, construction is easier than if they were handled separately, and the intended purpose can be achieved even further.

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

第1図は従来の目地、止水構造の一例を示す横断平面図
、第2図はこの考案の一実施例を示す斜視図、第3図、
第4図はこの考案の目地止水板の使用例を示す横断平面
図、第5図は同縦断側面図である。 10・・・・・・発泡体、11・・・・・・止水帯、1
2・・・・・・粘着層、a、 b・・・・・・構造体。
Fig. 1 is a cross-sectional plan view showing an example of a conventional joint and water-stopping structure, Fig. 2 is a perspective view showing an example of this invention, Fig. 3,
FIG. 4 is a cross-sectional plan view showing an example of use of the joint waterstop plate of this invention, and FIG. 5 is a vertical cross-sectional side view of the same. 10... Foam, 11... Water stopper, 1
2... Adhesive layer, a, b... Structure.

Claims (1)

【実用新案登録請求の範囲】 ■ 独立気泡を有し、撥水性のある伸縮自在な発泡体を
主材とし、この−以上の面に少くとも一方向に亘って水
膨潤性の止水帯を添え、かつ同面側に粘着層を形成して
なることを特徴とする目地止木材。 2 粘着層がブチルゴムなどのゴム系接着剤からなる実
用新案登録請求の範囲第1項記載の目地止木材。 3 発泡体の表面に溝を形成し、この溝に止水帯を嵌込
んだ実用新案登録請求の範囲第1項または第2項記載の
目地止木材。
[Claims for Utility Model Registration] ■ The main material is a water-repellent elastic foam with closed cells, and a water-swellable tourniquet is provided on at least one side of the foam. A jointing lumber characterized by being attached and having an adhesive layer formed on the same side. 2. The joint sealing wood according to claim 1, in which the adhesive layer is made of a rubber adhesive such as butyl rubber. 3. The joint lumber according to claim 1 or 2 of the utility model registration claim, in which a groove is formed on the surface of the foam and a waterstop is fitted into the groove.
JP11072982U 1982-07-20 1982-07-20 Joint water stop material Expired JPS6042105Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11072982U JPS6042105Y2 (en) 1982-07-20 1982-07-20 Joint water stop material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11072982U JPS6042105Y2 (en) 1982-07-20 1982-07-20 Joint water stop material

Publications (2)

Publication Number Publication Date
JPS5914820U JPS5914820U (en) 1984-01-28
JPS6042105Y2 true JPS6042105Y2 (en) 1985-12-23

Family

ID=30257398

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11072982U Expired JPS6042105Y2 (en) 1982-07-20 1982-07-20 Joint water stop material

Country Status (1)

Country Link
JP (1) JPS6042105Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6811678B2 (en) * 2017-05-15 2021-01-13 東京製綱株式会社 Method of joining concrete structures and concrete members to which continuous fiber reinforced concrete is applied

Also Published As

Publication number Publication date
JPS5914820U (en) 1984-01-28

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