JPS6343279Y2 - - Google Patents

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Publication number
JPS6343279Y2
JPS6343279Y2 JP15632483U JP15632483U JPS6343279Y2 JP S6343279 Y2 JPS6343279 Y2 JP S6343279Y2 JP 15632483 U JP15632483 U JP 15632483U JP 15632483 U JP15632483 U JP 15632483U JP S6343279 Y2 JPS6343279 Y2 JP S6343279Y2
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JP
Japan
Prior art keywords
mounting
plate
mounting plate
outside
concrete
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
JP15632483U
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Japanese (ja)
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JPS6066797U (en
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Priority to JP15632483U priority Critical patent/JPS6066797U/en
Publication of JPS6066797U publication Critical patent/JPS6066797U/en
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Publication of JPS6343279Y2 publication Critical patent/JPS6343279Y2/ja
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Description

【考案の詳細な説明】 この考案はコンクリート躯体目地用止水パツキ
ングに係り、主として墜道工事において、予め所
定形状で構成されたヒユーム管、ボツクスカルバ
ートの如き単位躯体を順次隣接配置することで、
或いは現場で所定形状にして順次打設することで
一連にドーム壁体を構成するとき、各躯体相互間
に生じる接合部位である目地部分での漏水を防止
すると共に、躯体の振動、収縮その他によつての
目地部分に生じる変動を吸収できる伸縮性を備
え、しかも、その伸縮性は施工時での接着剤、障
害物の進入を阻止して確実に発揮されると共に、
取扱い、施工も容易である目地用止水パツキング
に係るものである。
[Detailed description of the invention] This invention relates to water-stop packing for joints in concrete frameworks, and is mainly used in roadway construction, by sequentially arranging unit frameworks such as humid pipes and box culverts, which are configured in a predetermined shape, adjacent to each other.
Alternatively, when constructing a series of dome walls by sequentially pouring them into a predetermined shape on site, this prevents water leakage at the joints that occur between each frame, and also prevents vibrations, shrinkage, etc. of the frame. It has elasticity that can absorb the fluctuations that occur in joints, and its elasticity is reliably exerted by preventing adhesives and obstacles from entering during construction.
This invention relates to water-stop packing for joints that is easy to handle and install.

例えば墜道工事その他に際しては、これの構築
体であるコンクリート躯体を適当に分割して構成
し、それを順次連続させることで1個の構築物と
して完成させる。このとき、各躯体間に生じる目
地部分の空隙を閉塞するため、種々の形状に形成
した塩化ビニル樹脂、合成ゴム製の止水板を介装
している。ところが、この止水板の多くは、いず
れもコンクリートの打設部分から見た場合その延
長方向に当てているため、止水板を境として上部
と下部とに分断され、しかも、下部にはコンクリ
ート材が入りにくく、締め固めも充分にできない
ことで、コンクリート躯体と止水板とが密着せ
ず、漏水の原因ともなつた。
For example, when constructing a crash road or the like, the concrete frame that is the construction body is appropriately divided and constructed, and the parts are successively connected to complete a single structure. At this time, water stop plates made of vinyl chloride resin or synthetic rubber formed into various shapes are interposed to close the gaps at the joints that occur between each frame. However, most of these waterstops are placed in the direction of extension when viewed from the part where the concrete is poured, so the waterstop is divided into an upper part and a lower part with the waterstop as a boundary, and the lower part is covered with concrete. Because it was difficult for the material to enter the concrete and the concrete could not be compacted sufficiently, the concrete structure and waterstop plates did not come into close contact, causing water leakage.

そればかりでなく、躯体に止水板が密着して
も、躯体自体に生じる収縮、温度変化には素材自
体が有している伸縮作用のみによるため、これに
充分対応できず、これもまた、漏水の一因ともな
つている。結局、従来の止水板によれば、コンク
リート躯体に密着しにくく、躯体に生じた上下、
左右の各種変動、更には収縮、温度変化に対応し
にくいと共に、製品自体の重量が嵩張り、取扱い
が困難である等の作業上の大きな障害となつてい
るものであつた。
Not only that, even if the water stop plate is in close contact with the building structure, it cannot adequately respond to shrinkage and temperature changes that occur in the building structure itself, as these are only due to the expansion and contraction effects of the material itself. It is also a cause of water leakage. In the end, conventional water stop plates have difficulty adhering to the concrete structure, and the upper and lower parts of the structure
In addition to being difficult to deal with various side-to-side fluctuations, shrinkage, and temperature changes, the product itself is bulky and difficult to handle, which poses major operational obstacles.

そこで、この考案は如上の従来存した欠点に鑑
み案出されたもので、種々の実験、試作の結果、
隣接して配置されるコンクリート躯体相互間の接
続部位である目地空隙部分に、相対向している躯
体面に取付板にて取付けられることで介装し、取
付板相互間に介在せしめた断面V字形の伸縮板の
機械構造的な伸縮開閉作用によつて振動、温度変
化その他に起因して生じる躯体相互間での不規
則、無方向性の種々の変動があつても、これを充
分に吸収し、完全な漏水防止を図り、しかも、そ
の伸縮性は施工時での接着剤、障害物の侵入を阻
止することで確実に発揮されると共に、製品自体
の軽量化、取扱いの容易性によつて作業を飛躍的
に向上できるコンクリート躯体目地用止水パツキ
ングの開発に成功したものである。
Therefore, this idea was devised in view of the existing drawbacks mentioned above, and as a result of various experiments and prototypes,
A cross section V that is interposed between the mounting plates by being attached to the opposing faces of the building blocks at the joint gap, which is the connection site between adjacent concrete structures. Even if there are various irregular and non-directional fluctuations between the building blocks caused by vibrations, temperature changes, etc. due to the mechanical expansion/contraction opening/closing action of the letter-shaped expansion plates, these can be sufficiently absorbed. It completely prevents water leakage, and its elasticity is reliably demonstrated by preventing the intrusion of adhesives and obstacles during construction, and the product itself is lightweight and easy to handle. We have successfully developed water-stop packing for joints in concrete structures that can dramatically improve construction work.

以下、図面を参照してこの考案の実施例を説明
すると次の通りである。
Hereinafter, embodiments of this invention will be described with reference to the drawings.

図において示される符号1は、隣接するコンク
リート躯体C1,C2面夫々に取付けられるよう
両側に相対峙させて配置した1対の取付板であ
り、この取付板1の両端相互間に断面V字形の1
対の伸縮板2を取付板1相互間に折り込まれるよ
うにして連結介在させてある。すなわち、1対の
取付板1,1対の伸縮板2にて変形略H字形の空
洞を有する長尺状の筒体が構成されるもので、伸
縮板2中央の折曲部分を中心として取付板1との
連続部分をみると、あたかもM字形を呈するよう
に形成されている。
The reference numeral 1 shown in the figure is a pair of mounting plates placed facing each other on both sides so as to be attached to the adjacent concrete frames C1 and C2 respectively. 1
A pair of extensible plates 2 are interposed between the mounting plates 1 so as to be folded in and connected to each other. That is, a pair of mounting plates 1 and a pair of extensible plates 2 constitute a long cylinder with a deformed approximately H-shaped cavity, and the installation is centered around the bent part at the center of the extensible plates 2. If you look at the continuous part with the plate 1, it is formed as if it were M-shaped.

そして、伸縮板2外側で、伸縮板2における一
側片から突設した閉塞帯片3先端縁を対向する他
側片に対して剥離可能にして連結してあり、その
数は、図例の如く、伸縮板2基部、伸縮板2中央
部の2箇所である場合に限らず、1箇所或いは3
箇所以上でもよい。ただ、この閉塞帯片3自体
は、施工事における接着剤、砂、モルタルその他
の障害物が伸縮板2の外側空隙に侵入するのを阻
止すべく設けられるから、少なくとも伸縮板2基
部には配置されることが望ましい。また、複数に
して閉塞帯片3を設ける場合は、その突設方向を
交互にしておくことで侵入阻止作用が大きくなる
利点がある。この閉塞帯片3先端縁の他側片への
連結は、この考案パツキングの押出成型時におい
て成型用金型から押出されるとき、加熱状態にあ
る形成素材自体が有している粘着作用を利用す
る。すなわち、断面略扁平V字形の閉塞帯片3先
端縁が他側片面に当接したときに生じる自然の粘
着作用によるものとし、また、この粘着作用は機
械的な離反力を与えることで閉塞帯片3自体が破
損されることなく剥離されるものとし、伸縮板2
自体の伸縮作用を阻害することもない。尚、図中
4は、伸縮板2内側においての取付板1との成型
時における粘着作用を防止するため、取付板1、
伸縮板2夫々から突設された間隔維持片である。
Then, on the outside of the extensible plate 2, the distal end edge of the occluding band 3 protruding from one side piece of the extensible plate 2 is connected to the opposite side piece in a peelable manner, and the number thereof is as shown in the figure. In this case, it is not limited to the two locations, the base of the expandable plate 2 and the center of the extendable plate 2, but one or three locations.
It may be more than one place. However, this closing strip 3 itself is provided to prevent adhesives, sand, mortar, and other obstacles during construction work from entering the outer gap of the expandable plate 2, so it is placed at least at the base of the expandable plate 2. It is desirable that Further, when a plurality of blocking strips 3 are provided, the intrusion prevention effect is increased by alternating the protruding directions. The leading edge of the closure strip 3 is connected to the other side by utilizing the adhesive action of the heating material itself when extruded from the molding die during extrusion molding of this invented packing. do. In other words, this is due to the natural adhesive action that occurs when the leading edge of the occlusion band 3, which has a substantially flat V-shaped cross section, comes into contact with one side of the other side, and this adhesion is caused by applying a mechanical separation force to the occlusion band. It is assumed that the piece 3 itself can be peeled off without being damaged, and the elastic plate 2
It does not inhibit its own expansion and contraction action. Note that 4 in the figure indicates that the mounting plate 1 and
This is a spacing maintenance piece that protrudes from each of the expandable plates 2.

これらの取付板1、伸縮板2、閉塞帯片3、更
には間隔維持片4から成る全体はゴム或いはゴム
類似の弾性材料にて一体に形成されるもので、例
えばEPT樹脂にて形成される。
The entire assembly consisting of the mounting plate 1, the elastic plate 2, the closure strip 3, and the spacing maintenance piece 4 is integrally formed of rubber or an elastic material similar to rubber, such as EPT resin. .

しかして、躯体C1,C2自体は、ヒユーム
管、ボツクスカルバートの如き予じめ構成されて
いる二次製品である場合、現場でのコンクリート
材の打設によつて得られるドーム壁体の如き現場
打ち躯体である場合とがあり、いずれも単位躯体
相互の接続部位にこの考案パツキングが、前記取
付板1外側に付設した取付手段5A,5B,5C
によつて介在されるようになつている。
Therefore, if the frames C1 and C2 themselves are pre-configured secondary products such as humid pipes and box culverts, they may be constructed on-site such as dome walls obtained by pouring concrete on-site. In some cases, it is a cast frame, and in both cases, this devised packing is attached to the connecting parts of the unit frames, and the mounting means 5A, 5B, 5C attached to the outside of the mounting plate 1 are attached.
It has come to be mediated by

単位躯体がヒユーム管の如き二次製品である場
合の取付手段5Aは、第1図乃至第3図に示すよ
うに、夫々の取付板1外側に固着した軟質発泡樹
脂製、望ましくは独立気泡型の収縮接合体6を介
在させてコンクリート躯体C1,C2面に接着さ
せるようにしたものである。例えば図示のよう
に、内周に段部がある受口がわの躯体C1と、外
周に段部がある挿口がわの躯体C2とを接続する
に際し、接合面夫々に収納溝7を形成しておき、
相対向して合致する収納溝7にて得られる空隙内
に、エポキシ樹脂系の接着剤8を介して躯体C
1,C2面に接着させた状態で装入させる。実際
には、一方の躯体C1がわの収納溝7に接着剤8
にて接着装入しておき、他方の躯体C2がわの収
納溝7内面に接着剤8を塗布しておいて、これを
接合させる。
When the unit frame is a secondary product such as a humid pipe, the mounting means 5A is made of a soft foamed resin, preferably a closed cell type, fixed to the outside of each mounting plate 1, as shown in FIGS. 1 to 3. The shrinkable bonded body 6 is interposed and bonded to the concrete body C1 and C2 surfaces. For example, as shown in the figure, when connecting a body C1 with a receptacle with a step on the inner periphery and a body C2 with a receptacle with a step on the outer periphery, a storage groove 7 is formed on each joint surface. Keep it
The building frame C is inserted into the gap obtained by the facing and matching storage grooves 7 via an epoxy resin adhesive 8.
1. Insert it in a state where it is adhered to the C2 side. Actually, the adhesive 8 is placed in the storage groove 7 on one side of the frame C1.
Adhesive material 8 is applied to the inner surface of the storage groove 7 on the other side of the frame C2, and the two parts are bonded together.

更に、取付手段5Bは、第4図に示すように、
取付板1外側に空洞9を形成する断面コ字形の連
結体10をその内側壁部端縁にて取付板1両側に
一体に連結すると共に、取付板1側方に当接片1
1を翼設したものである。これは、前述の取付手
段5Aと同様にして使用できるばかりでなく、当
接片11にて例えば型枠乃至は躯体C1,C2面
への釘止め、接着等の強固な接合を可能とし、空
洞9自体によつて連結体10の伸縮機能をも得る
ことができる。
Furthermore, the attachment means 5B, as shown in FIG.
A connecting body 10 having a U-shaped cross section and forming a cavity 9 on the outside of the mounting plate 1 is integrally connected to both sides of the mounting plate 1 at its inner wall edge, and a contact piece 1 is provided on the side of the mounting plate 1.
1 with wings installed. This not only can be used in the same manner as the above-mentioned attachment means 5A, but also allows for strong connection such as nailing or gluing to the formwork or the frame C1, C2 surfaces with the contact piece 11, and the The elastic function of the connecting body 10 can also be obtained by the 9 itself.

また、単位躯体が現場打ち躯体である場合の取
付手段5Cは、第4図乃至第6図に示すように、
一方の取付板1外側に、一方のコンクリート躯体
C1,C2面に埋設される断面略T字状の適数の
接合突条1を突設したものである。例えば図示の
ように、所定長さ毎に区画してドーム壁体を現場
施工で構築するに際し、連続施工させる躯体C
1,C2の接合面相互が当接される接続部位にお
いて、既設がわとなる躯体C1の接合面に収納溝
13を構枠形成しておき、この収納溝13内にエ
ポキシ樹脂系の接着剤14を介して取付板1に付
設した前記取付手段5A,5B外側にて躯体C1
に接着させた状態で装入する。次いで、この躯体
C1に隣接連続される躯体C2用の型組終了後、
接合突条12及びこれ12が突設された取付板1
外側面に接着剤14を塗布しておき、躯体C1接
合面を型枠面の一部としてコンクリート材を打込
み、凝固させることで得た躯体C2と接合突条1
2を介して一体化させるものである。なお、この
とき、接合突条12の数は図示の如く1個である
場合に限らず2個以上にすることもできる。ま
た、接合突条12が突設される取付板1は、他方
のそれ1に比し肉厚に形成されることで、躯体C
2との接合性を増大させると同時に堅牢性をも図
り得る。もとより、適数の接合突条12が突設さ
れた板体を別個に形成し、これを取付板1外側に
接着してもよく(図示せず)、更には、接合突条
12の先端を、図示の如く丸形とするも、図示を
省略した角形とするも、いずれも任意である。
In addition, when the unit frame is a cast-in-place frame, the attachment means 5C are as shown in FIGS. 4 to 6.
An appropriate number of joint protrusions 1 having a substantially T-shaped cross section are protruded from the outside of one of the mounting plates 1 to be buried in the surfaces C1 and C2 of one of the concrete bodies. For example, as shown in the figure, when constructing a dome wall by dividing it into sections of a predetermined length and constructing it on-site, the frame C is constructed continuously.
At the connection site where the joint surfaces of C1 and C2 come into contact with each other, a storage groove 13 is formed in the joint surface of the existing frame C1, and an epoxy resin adhesive is applied inside this storage groove 13. The frame C1 is attached to the outside of the mounting means 5A and 5B attached to the mounting plate 1 via 14.
Insert it in a state where it is glued to the Next, after completing the molding for the frame C2 that will be continuous adjacent to this frame C1,
Joint protrusion 12 and mounting plate 1 on which this 12 protrudes
Adhesive 14 is applied to the outer surface, concrete material is poured into the joint surface of the skeleton C1 as part of the formwork surface, and the joint protrusion 1 is obtained by pouring concrete material and solidifying the joint surface of the skeleton C2.
2. In addition, at this time, the number of joining protrusions 12 is not limited to one as shown in the figure, but can also be two or more. In addition, the mounting plate 1 on which the joint protrusion 12 is protruded is formed thicker than the other plate 1, so that the
It is possible to increase the bondability with 2 and at the same time improve the robustness. Of course, it is also possible to separately form a plate on which an appropriate number of joint protrusions 12 are protruded and adhere it to the outside of the mounting plate 1 (not shown). The shape may be round as shown in the figure or square (not shown) as desired.

したがつて、前記の収縮接合体4を介して二次
製品である躯体C1,C2面に接着することで、
剛性な躯体C1,C2との接合を確実にすると共
に、躯体C1,C2相互に生じる空隙幅に若干の
相異があつてもこれを自動的に吸収調整して適確
な状態で介装させることができる。また、断面略
T字状の適数の接合突条12は、これ12が躯体
C1,C2面に埋設されるとで、現場施工で構成
される躯体C1,C2との接合一体化が図られる
と共に、接合突条12における先端の出張り部分
が躯体C1,C2との離反を阻止する確実な接合
安定性が得られる。
Therefore, by adhering to the bodies C1 and C2, which are secondary products, via the shrinkable bonded body 4,
In addition to ensuring the connection with the rigid frames C1 and C2, even if there is a slight difference in the gap width between the frames C1 and C2, this is automatically absorbed and adjusted to ensure proper interposition. be able to. In addition, an appropriate number of joint protrusions 12 having a substantially T-shaped cross section are buried in the faces of the building blocks C1 and C2, thereby achieving joint integration with the building blocks C1 and C2 constructed by on-site construction. At the same time, reliable joint stability can be obtained in which the protruding portion at the tip of the joint protrusion 12 is prevented from separating from the building blocks C1 and C2.

なお、図示を省略したが、躯体C1,C2相互
における接合面がコーナー部分を有する場合に、
これに適合するよう、1対の取付板1、1対の伸
縮板2、適数の閉塞帯片3から成る筒体を平面略
L字形に形成することもできる。勿論、コーナー
部分の角度に対応して90度のみならず、他の角度
に変更するも可能であると共に、躯体C1,C2
大きさ、接合面大きさに対応して、取付板1、伸
縮板2、閉塞帯片3の幅員も適当に選択できるも
のである。
Although not shown in the drawings, in the case where the joint surfaces between the building blocks C1 and C2 have corner portions,
In order to accommodate this, the cylindrical body consisting of a pair of mounting plates 1, a pair of extensible plates 2, and an appropriate number of closure strips 3 can be formed into a substantially L-shape in plan view. Of course, it is possible to change the angle not only to 90 degrees but also to other angles depending on the angle of the corner part.
The widths of the mounting plate 1, the expandable plate 2, and the closure strip 3 can be appropriately selected depending on the size and the size of the joint surface.

この考案は如上の構成より成り、これが使用に
際しては、ヒユーム管の如き二次製品である躯体
C1,C2相互の接合の場合には第2図及び第3
図に示すように、収納溝7に装入させた状態で接
着剤8にて固定することで介装し、また、ドーム
壁体の如き現場打ち製品である躯体C1,C2相
互の接合の場合には第5図及び第6図に示すよう
に、先ず既設の躯体C1がわの接合面にある収納
溝13に接着剤14にて装入固定しておいた後、
露出している接合突条12を、これ12に塗布し
た接着剤14にて現場打ちする躯体C2がわの接
合面に接着し、埋入させるようにして固定するこ
とが介装するものである。
This invention consists of the above-mentioned structure, and when used, when the frameworks C1 and C2, which are secondary products such as Hume tubes, are joined together, it is possible to use the structure shown in FIGS. 2 and 3.
As shown in the figure, it is inserted into the storage groove 7 and fixed with adhesive 8, and when joining the frames C1 and C2, which are cast-in-place products such as dome walls, As shown in FIGS. 5 and 6, first, after inserting and fixing with adhesive 14 into the storage groove 13 on the joint surface of the existing frame C1,
The exposed joint protrusion 12 is adhered to the joint surface of the frame C2 to be cast on site using adhesive 14 applied to the joint protrusion 12, and fixed by embedding it. .

したがつて、一体構成されている躯体C1,C
2相互間に介装されることで、土圧、地上の変化
によつて躯体C1,C2夫々が別個に振動し、収
縮するとしても、躯体C1,C2面に取付けられ
た取付板1間に連結介在させた1対の伸縮板2が
躯体C1,C2変動に対応して素材自体が、更に
は機械構造的に伸縮し、躯体C1,C2相互の接
合間隔が変化しても常時これを閉塞しておくこと
ができ、確実な止水を図ることができる。
Therefore, the skeletons C1 and C that are integrally constructed
Even if the building blocks C1 and C2 vibrate and contract separately due to changes in earth pressure and the ground, the space between the mounting plates 1 attached to the faces of the building blocks C1 and C2 will be A pair of interconnected extensible plates 2 expand and contract the material itself and the mechanical structure in response to fluctuations in the building blocks C1 and C2, and are always closed even when the joining distance between the building blocks C1 and C2 changes. This allows for reliable water stoppage.

このとき、取付板1自体は、隣接するコンクリ
ート躯体C1,C2面夫々に取付けられるから、
躯体C1,C2と離反する虞れはなく、躯体C
1,C2の変動に追従する。また、両側に相対峙
させた1対の取付板1の両端相互間に断面V字形
の1対の伸縮板2を取付板1相互間に折り込まれ
るようにして連結介在させてあるから、接合部位
においての躯体C1,C2相互の間隔の大小、例
えば隣接方向での、或いはこれに直交する方向で
の、更には両者が複合した方向でのいずれであつ
ても、伸縮板2の中央折曲部分及び取付板1との
連結部分の角度が自在に変更することで、これに
対処できる。その間、取付板1、伸縮板2自体は
いずれもゴム或いはゴム類似の弾性材料にて一体
に形成されているから、それ自身が有する弾撥的
な撓曲作用も躯体C1,C2変動に対する追従性
に大きく寄与する。
At this time, since the mounting plate 1 itself is attached to each of the adjacent concrete frame C1 and C2 sides,
There is no risk of separating from the skeletons C1 and C2, and the skeleton C
1. Follows the fluctuation of C2. In addition, a pair of extensible plates 2 having a V-shaped cross section are interposed between both ends of a pair of mounting plates 1 facing each other so as to be folded in between the mounting plates 1 to connect them. Regardless of the size of the distance between the skeletons C1 and C2, for example in the adjacent direction, in the direction perpendicular to this, or even in a combination of both directions, the central bent part of the expandable plate 2 This can be addressed by freely changing the angle of the connecting portion with the mounting plate 1. Meanwhile, since the mounting plate 1 and the extensible plate 2 themselves are both integrally formed of rubber or an elastic material similar to rubber, the elastic bending action of the plate itself also follows the fluctuations of the building blocks C1 and C2. greatly contributes to

特に、伸縮板2外側で、伸縮板2における一側
片から突設した閉塞帯片3先端縁を対向する他側
片に対して剥離可能にして連結してあるから、躯
体C1,C2相互間に施工配置するときでの伸縮
板2の外側空隙に接着剤8,14が侵入するのを
防止し、伸縮板2自体を固化させることがない。
また、接着剤8,14のみならず、砂、モルタル
その他の侵入をも阻止するものであり、一時的に
は閉塞しても施工後においての振動、収縮等があ
つた場合には、閉塞帯片3先端縁が強制的な外力
によつて剥離するから、伸縮板2における両側片
の接近、離反による伸縮機能は全く影響を受ける
ことがないのである。
In particular, on the outside of the extensible plate 2, the distal end edge of the closure band 3 protruding from one side of the extensible plate 2 is connected to the opposite side piece in a removable manner, so that The adhesives 8 and 14 are prevented from entering into the outer gap of the expandable board 2 when the expandable board 2 is placed in construction, and the expandable board 2 itself is not hardened.
In addition, it prevents not only the adhesives 8 and 14 but also sand, mortar, and other substances from entering, and even if the blockage is temporarily blocked, if there is vibration or contraction after construction, the blockage band Since the tip edge of the piece 3 is peeled off by a forced external force, the expansion and contraction function of the extensible plate 2 due to the approach and separation of both sides of the plate 2 is not affected at all.

取付板1外側に付設した取付手段5A,5B,
5Cは、二次製品、現場打ち製品のいずれの躯体
C1,C2であるも、それらC1,C2との確実
な取付けを図り、接合面部位に過大な外力その他
が付与されても、躯体C1,C2との離反が阻止
され、安定した取付状態となすことができる。
Mounting means 5A, 5B attached to the outside of the mounting plate 1,
5C is designed to securely attach to the frames C1 and C2, whether they are secondary products or cast-in-place products, so that even if an excessive external force or other force is applied to the joint surface, the frames C1, Separation from C2 is prevented, and a stable attachment state can be achieved.

以上説明したように、この考案によれば、例え
ば堕道工事その他においてコンクリート躯体相互
間に接着状態で介装させることで、躯体と完全に
一体化し、その間隙にて生じる漏水を確実に阻止
することができ、躯体の振動、収縮その他によつ
て接合部位である目地部分に生じる変動を吸収で
きる伸縮性を確実に備えているから、接合部位の
間隙幅の自動調整をも可能とし、しかも、その伸
縮性は施工時での接着剤、障害物の進入を阻止し
て確実に発揮されると共に、接合面大きさによつ
ての形状、寸法も容易に変更でき、また、パツキ
ング自体は軽量で取扱いが簡単であるから、作業
能率を大きく向上できるばかりでなく、防油堤の
如き変動が激しい躯体相互間に生じる液体の漏れ
をも確実に阻止する等、各種液状物の漏れ止めと
して使用できる汎用性を備えている実用上極めて
有益な効果を奏するものである。
As explained above, according to this invention, for example, when constructing a fallen road or the like, by interposing the concrete framework in an adhesive state, it becomes completely integrated with the framework and reliably prevents water leakage that occurs in the gaps between them. Because it has the elasticity to absorb fluctuations that occur in the joints, which are joint parts, due to vibrations, contractions, etc. of the building structure, it also makes it possible to automatically adjust the gap width at the joint parts. Its elasticity is reliably demonstrated by preventing adhesives and obstacles from entering during construction, and the shape and dimensions can be easily changed depending on the size of the joint surface, and the packing itself is lightweight. Since it is easy to handle, it not only greatly improves work efficiency, but also can be used to prevent leaks of various liquids, such as reliably preventing liquid leaks that occur between structures that fluctuate rapidly, such as in oil dikes. It has versatility and has extremely useful effects in practice.

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

図面はこの考案の実施例を示すもので、第1図
は斜視図、第2図はコンクリート躯体としての二
次製品であるヒユーム管相互を接続構築する場合
での接続部位における断面図、第3図は第2図に
おける−線断面図であり、第4図乃至第6図
は他の実施例を表わし、その第4図は斜視図、第
5図はコンクリート躯体として現場で構成される
ドーム壁体相互を接続構築する場合での接続部位
における断面図、第6図は第5図における−
線断面図である。 C1,C2…コンクリート躯体、1…取付板、
2…伸縮板、3…閉塞帯片、4…間隔維持片、5
A…取付手段、6…収縮接合体、7…収納溝、8
…接着剤、5B…取付手段、9…空洞、10…連
結体、11…当接片、5C…取付手段、12…接
合突条、13…収納溝、14…接着剤。
The drawings show an embodiment of this invention; Fig. 1 is a perspective view, Fig. 2 is a cross-sectional view at the connection site when connecting and constructing Huyume pipes, which are secondary products as concrete frameworks, and Fig. 3 is a perspective view. The figure is a sectional view taken along the - line in FIG. 2, and FIGS. 4 to 6 show other embodiments, of which FIG. 4 is a perspective view, and FIG. 5 is a dome wall constructed on-site as a concrete frame. A cross-sectional view of the connection site when constructing a connection between bodies, Figure 6 is the - in Figure 5.
FIG. C1, C2...Concrete frame, 1...Mounting plate,
2... Expandable plate, 3... Occlusion band piece, 4... Spacing maintenance piece, 5
A... Attachment means, 6... Shrinkage joint, 7... Storage groove, 8
...adhesive, 5B...attachment means, 9...cavity, 10...coupling body, 11...contact piece, 5C...attachment means, 12...joint protrusion, 13...accommodation groove, 14...adhesive.

Claims (1)

【実用新案登録請求の範囲】 1 隣接するコンクリート躯体面夫々に取付けら
れる1対の取付板を両側に相対峙させ、この取付
板の両端相互間に断面V字形の1対の伸縮板を取
付板相互間に折り込まれるようにして連結介在す
ると共に、伸縮板外側で、伸縮板における一側片
から突設した閉塞帯片先端縁を対向する他側片に
対して剥離可能にして連結し、これら取付板、伸
縮板、閉塞帯片をゴム或いはゴム類似の弾性材料
にて一体に形成すると共に、取付板外側に取付手
段を付設したことを特徴とするコンクリート躯体
目地用止水装置。 2 取付手段は、夫々の取付板外側に固着した軟
質発泡樹脂製の収縮接合体を介在させてコンクリ
ート躯体面に接着させるようにした実用新案登録
請求の範囲第1項記載のコンクリート躯体目地用
止水パツキング。 3 取付手段は、取付板外側に空洞を形成する断
面コ字形の連結体をその両側壁部端縁にて取付板
両側に一体に連結すると共に、取付板側方に当接
片を翼設した実用新案登録請求の範囲第1項記載
のコンクリート躯体目地用止水パツキング。 4 取付手段は、一方の取付板外側に、一方のコ
ンクリート躯体面に埋設される断面略T字状の適
数の接合突条を突設した実用新案登録請求の範囲
第1項記載のコンクリート躯体目地用止水パツキ
ング。
[Claims for Utility Model Registration] 1. A pair of mounting plates that are attached to each of the adjacent concrete frame surfaces are placed opposite to each other on both sides, and a pair of telescopic plates having a V-shaped cross section are attached between both ends of the mounting plates. The occluding band is interposed so as to be folded in between each other, and on the outside of the extensible plate, the distal end edge of the occlusion band protruding from one side of the extensible plate is releasably connected to the opposite side piece, and these A water stop device for joints in a concrete building body, characterized in that a mounting plate, an elastic plate, and a closure strip are integrally formed of rubber or an elastic material similar to rubber, and a mounting means is attached to the outside of the mounting plate. 2. The attachment means is a concrete frame joint stopper as set forth in claim 1 of the utility model registration claim, which is attached to the surface of the concrete frame by interposing a shrinkable joint made of soft foam resin fixed to the outside of each mounting plate. Water patching. 3 The mounting means is a connecting body having a U-shaped cross section that forms a cavity on the outside of the mounting plate, and is integrally connected to both sides of the mounting plate at the edges of both side walls, and a contact piece is provided on the side of the mounting plate. A water-stop packing for joints in a concrete structure as set forth in claim 1 of the utility model registration claim. 4. The mounting means is the concrete frame according to claim 1 of the utility model registration claim, in which an appropriate number of connecting ridges having a substantially T-shaped cross section are embedded on the outside of one of the mounting plates and are embedded in one of the concrete frame surfaces. Waterproof packing for joints.
JP15632483U 1983-10-08 1983-10-08 Water-stop packing for concrete frame joints Granted JPS6066797U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15632483U JPS6066797U (en) 1983-10-08 1983-10-08 Water-stop packing for concrete frame joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15632483U JPS6066797U (en) 1983-10-08 1983-10-08 Water-stop packing for concrete frame joints

Publications (2)

Publication Number Publication Date
JPS6066797U JPS6066797U (en) 1985-05-11
JPS6343279Y2 true JPS6343279Y2 (en) 1988-11-11

Family

ID=30344982

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15632483U Granted JPS6066797U (en) 1983-10-08 1983-10-08 Water-stop packing for concrete frame joints

Country Status (1)

Country Link
JP (1) JPS6066797U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2586475Y2 (en) * 1993-03-11 1998-12-09 西川ゴム工業株式会社 Gaskets for joints of concrete products
JP4537225B2 (en) * 2005-02-25 2010-09-01 西武ポリマ化成株式会社 Flexible waterproof joint and its construction method

Also Published As

Publication number Publication date
JPS6066797U (en) 1985-05-11

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