JPH0119697Y2 - - Google Patents

Info

Publication number
JPH0119697Y2
JPH0119697Y2 JP1982053421U JP5342182U JPH0119697Y2 JP H0119697 Y2 JPH0119697 Y2 JP H0119697Y2 JP 1982053421 U JP1982053421 U JP 1982053421U JP 5342182 U JP5342182 U JP 5342182U JP H0119697 Y2 JPH0119697 Y2 JP H0119697Y2
Authority
JP
Japan
Prior art keywords
concrete
water stop
plate
stop plate
shaped
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
JP1982053421U
Other languages
Japanese (ja)
Other versions
JPS58156804U (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 JP5342182U priority Critical patent/JPS58156804U/en
Publication of JPS58156804U publication Critical patent/JPS58156804U/en
Application granted granted Critical
Publication of JPH0119697Y2 publication Critical patent/JPH0119697Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、新旧コンクリート構造物の打継部に
採用する止水板に関する。
[Detailed Description of the Invention] The present invention relates to a water stop plate to be used at a joint between old and new concrete structures.

周知のように、コンクリートを打設してコンク
リート構造物を構築する際、殊に、打ち継ぎなが
ら構築する際、その構造物の打継部において、気
温又は水分の変化、乾燥によるコンクリート容積
の収縮、コンクリートの不等沈下、荷重あるいは
振動などの要因による、コンクリートに発生する
亀裂を生じるが、これを防止するため、適当な間
隔で伸縮自在の継目を介在させている。この継目
には新旧コンクリートの打継部にまたがり連結す
る帯状の止水板を採用している。この止水板によ
つて、打継部に侵入する雨水、湧水などの浸透水
を防止している。
As is well known, when constructing a concrete structure by pouring concrete, especially when constructing a structure by pouring joints, the concrete volume may shrink due to changes in temperature or moisture or drying at the joints of the structure. In order to prevent cracks that occur in concrete due to factors such as uneven settlement of concrete, load, or vibration, expandable joints are provided at appropriate intervals. At this joint, a band-shaped water stop plate is used that spans and connects the joint between the old and new concrete. This water stop plate prevents rainwater, spring water, and other water from entering the joint.

そして、この止水板は、塩化ビニル樹脂製のも
のが多用されているが、従来のこの種の止水板
は、止水板の断面でみて、中央に設けたわん曲部
を中心にして左右対称となつている。例えば、ア
ンカツト形コルゲートと呼ばれるものを第1図に
示す。第1図に示すように、既に打設されたコン
クリート1にあらかじめ鎖線で示すように止水板
2の半分だけを埋込んでいる場合、これに新設の
コンクリート3を打ち継ぎするには当然従来例の
止水板2でよいが、止水板2を埋込んでいない既
設のコンクリート1に対し、予定外のコンクリー
トを追加打設したい場合、既設のコンクリート1
へ止水板2を実線で示すように添着すると、コン
クリートアンカー4及びシール材5を使用するこ
とから、従来の止水板2の形状及び大きさには不
要な部分ができたり、シール材とのなじみも悪
く、そのため止水板2埋設後、浸透水防止の信頼
性に欠けるうらみもあつた。
This water stop plate is often made of vinyl chloride resin, but when looking at the cross section of the water stop plate, conventional water stop plates of this type have left and right sides centered around the curved part provided in the center. It is symmetrical. For example, what is called an uncut corrugate is shown in FIG. As shown in Fig. 1, if only half of the water stop plate 2 is embedded in the concrete 1 that has already been poured as shown by the chain line, it is natural to use the conventional method when pouring new concrete 3 therein. The water stop plate 2 in the example is fine, but if you want to add unplanned concrete to the existing concrete 1 in which the water stop plate 2 has not been embedded, use the existing concrete 1.
When the water stop plate 2 is attached as shown by the solid line, the concrete anchor 4 and the sealing material 5 are used, so the shape and size of the conventional water stop plate 2 may create an unnecessary part, and the sealing material and Because of this, there was a problem that the water stop plate 2 was not reliable enough to prevent water seepage after it was installed.

そこで本考案は、これらの不具合を除こうとし
て案出されたもので、殊に、止水板の片面にのみ
逆錐状の突起条を設けた止水板を改良しようとす
ることを目的とする。
Therefore, the present invention was devised in an attempt to eliminate these problems, and in particular, the purpose is to improve a water stop plate in which an inverted conical protrusion is provided on only one side of the water stop plate. do.

以下、第2図に示す本考案の実施例に従い詳細
に説明する。第2図は、止水板2が10〜20mの長
さの帯状体であるので、その断面を示したもので
ある。なお、第1図と同一又は均等部分は同一符
号で示している。
Hereinafter, the embodiment of the present invention shown in FIG. 2 will be described in detail. FIG. 2 shows a cross section of the water stop plate 2, which is a band-shaped body with a length of 10 to 20 m. Note that the same or equivalent parts as in FIG. 1 are indicated by the same reference numerals.

止水板2の基板6は中間にU字形突出部7が設
けられ、該部によつて基板6は図示のように屈折
可能になつている。突出部7を中にして片側には
数条の突起条8,8を基板6の片面(上面)にの
み平行に設け、先端に釘止ウイング9を設けて、
埋込用板部10を形成している。該突起条8,8
は、断面形状で、逆錐形になつており、その両側
に鋸歯面11を刻設している。鋸歯面11の歯1
2は下向きになつている。したがつて、基板6を
捨てコンクリート13の上面に突起条8,8を上
にして載置し、コンクリートを打設すれば、基板
6と隣設した突起条8でもつて、樋を形成し、浸
透水の受となるのみならず、鋸歯面11の歯によ
つてコンクリートとのかみ合いが良好となる。
又、突出部7の他の側には、基板6の片面(下
面)に鋸歯状表面14を設け、先端に鉤状の端縁
フランジ15を設けて添着用板部16を形成して
いる。該添着用板部16は前記埋込用板部10よ
り短くしている。17はコンクリートアンカー4
の位置決め印、18は鋼板、シール材は未加硫ブ
チルゴムシール19を用い、コンクリートとの接
着性を良好にしている。20は突出部7の外周に
突設した固定用フランジで、固定金具21を係止
し、新設の型枠22に連結する。
The base plate 6 of the water stop plate 2 is provided with a U-shaped protrusion 7 in the middle, which allows the base plate 6 to be bent as shown. Several protruding stripes 8, 8 are provided in parallel only on one side (upper surface) of the substrate 6 on one side with the protruding portion 7 in the middle, and a nailing wing 9 is provided at the tip.
An embedding plate portion 10 is formed. The protruding strips 8, 8
has an inverted conical cross-sectional shape, and has serrated surfaces 11 carved on both sides thereof. Tooth 1 of serrated surface 11
2 is pointing downwards. Therefore, if the substrate 6 is discarded and the protruding strips 8, 8 are placed on the upper surface of the concrete 13 and concrete is poured, the protruding strips 8 placed adjacent to the substrate 6 will form a gutter, Not only does it serve as a receiver for permeated water, but the teeth on the serrated surface 11 also provide good engagement with concrete.
Further, on the other side of the protruding portion 7, a sawtooth surface 14 is provided on one side (lower surface) of the substrate 6, and a hook-shaped edge flange 15 is provided at the tip to form an attachment plate portion 16. The attachment plate portion 16 is shorter than the embedding plate portion 10. 17 is concrete anchor 4
The positioning mark 18 is a steel plate, and the sealing material is an unvulcanized butyl rubber seal 19 to ensure good adhesion to concrete. Reference numeral 20 denotes a fixing flange protruding from the outer periphery of the protrusion 7, which locks the fixing fitting 21 and connects it to the newly installed formwork 22.

以上の構成になつているので、既設のコンクリ
ート1にコンクリートアンカー4を植設し、該コ
ンクリートアンカー4を中心とした近傍のコンク
リート1面を滑らかにするため、プライマー23
を施す。該プライマー23へ未加硫ブチルゴムシ
ート19をコンクリートアンカー4に差し込んで
当接する。次に、該ゴムシート19面に止水板2
の鋸歯状表面14をコンクリートアンカー4に差
し込んで当接し、一方止水板2の埋込用板部10
は捨てコンクリート13の上面に突起条8,8を
上にして載置すべく、突出部7で屈折する。添着
用板部16の外側から帯状の鋼板18を当接し、
最後にアンカーナツトを螺合し締着する。その結
果、鉤状の端縁フランジ15、鋸歯状表面14及
び既設のコンクリート面でポケツトを形成し、ポ
ケツト内に未加硫ブチルゴムシール19が内包さ
れ、アンカーナツトの締着で、充満する。
With the above configuration, the concrete anchor 4 is planted in the existing concrete 1, and the primer 23 is used to smooth the surface of the concrete near the concrete anchor 4.
administer. An unvulcanized butyl rubber sheet 19 is inserted into the concrete anchor 4 and brought into contact with the primer 23. Next, a water stop plate 2 is placed on the rubber sheet 19 side.
The serrated surface 14 of the water stop plate 2 is inserted into and abuts on the concrete anchor 4, while the embedding plate part 10 of the water stop plate 2
It is bent at the protruding portion 7 in order to place it on the upper surface of the concrete 13 with the protruding strips 8, 8 facing upward. A band-shaped steel plate 18 is brought into contact with the attachment plate part 16 from the outside,
Finally, screw and tighten the anchor nut. As a result, the hook-shaped edge flange 15, the serrated surface 14 and the existing concrete surface form a pocket, which contains an unvulcanized butyl rubber seal 19 and is filled by tightening the anchor nut.

端縁フランジ15と同様なフランジをコンクリ
ートアンカー4を中心として図示の端縁フランジ
15と対称の下方位置に設ければ、液状シール材
等を収納することができる。
If a flange similar to the edge flange 15 is provided at a lower position symmetrical to the illustrated edge flange 15 with the concrete anchor 4 as the center, a liquid sealing material or the like can be stored.

なお、基板6の埋込用板部10へのコンクリー
ト打設作業は、従来どおり施工する。
Incidentally, the work of pouring concrete into the embedding plate portion 10 of the substrate 6 is carried out in the conventional manner.

本考案は、次の効果を奏する。 The present invention has the following effects.

(1) 既設のコンクリートに止水板を添着する場
合、止水板の添着用板部のシール材接合用鋸歯
状表面でもつて、シール材を押圧して、コンク
リートに添着するので、余分な空間を生じるこ
となく、止水板が密接添着できる。
(1) When attaching a water stop plate to existing concrete, the serrated surface for joining the sealant on the attachment plate of the water stop plate presses the sealant and attaches it to the concrete, so extra space is created. The water stop plate can be attached closely without causing any damage.

(2) 余分な空間を生じないので、浸透水の止水が
確実に行える。
(2) Since no extra space is created, seepage water can be stopped reliably.

(3) 埋込用板部の上面にのみ、数条の逆錐形の突
起条を設けたので、止水板が樋の機能を果た
し、床等の打継部には確実に止水効果が得られ
る。コンクリートとのかみ合いもよく、離脱す
ることがない。
(3) Several inverted cone-shaped protrusions are provided only on the top surface of the embedded board, so the water stop plate functions as a gutter, ensuring a water stop effect at joints such as floors. is obtained. It meshes well with concrete and does not come off.

(4) 埋込用板部と添着用板部とが共に止水効果が
完全であるので、止水板の信頼が一段と向上す
る。
(4) Since both the embedding plate part and the attachment plate part have a perfect water-stopping effect, the reliability of the water-stopping board is further improved.

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

第1図は従来例の使用状態断面図、第2図は本
考案の実施例の使用状態断面図を示す。 2は止水板、7は突出部、8,8は突起条、1
0は埋込用板部、14は鋸歯状表面、16は添着
用板部である。
FIG. 1 is a sectional view of the conventional example in use, and FIG. 2 is a sectional view of the embodiment of the present invention in use. 2 is a water stop plate, 7 is a protrusion, 8, 8 is a protrusion, 1
0 is a plate for embedding, 14 is a serrated surface, and 16 is a plate for attachment.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 既設コンクリートへ新設コンクリートを打継ぐ
場合に使用する合成樹脂製止水板であつて、既設
コンクリート壁面に添つて固着される比較的平担
な添着用板部と、新設コンクリート中に埋込まれ
る埋込用板部と、前記添着用板部と埋込用板部と
を屈曲自在に接続する断面がほぼU字形の突出部
とよりなり、前記添着用板部は既設コンクリート
壁面へ別に用意したシール材を介して係合するの
に適した鉤状の端縁フランジおよびそれに隣接し
て鋸歯状表面を前記U字形突出部と反対の面に有
しており、前記埋込用板部は前記U字形突出部と
同じ側の面に間隔を置いて平行に延びる複数の逆
錐形の突起条を有し、かつ前記添着用板部の幅は
埋込用板部の幅より小さいことを特徴とする新旧
コンクリート打継用止水板。
It is a synthetic resin water stop plate used when pouring new concrete onto existing concrete, and consists of a relatively flat attachment plate that is fixed along the existing concrete wall, and a buried plate that is embedded in the new concrete. The embedding plate portion is composed of a protruding portion having a substantially U-shaped cross section that bendably connects the attachment plate portion and the embedding plate portion, and the attachment plate portion is attached to the existing concrete wall with a separately prepared seal. a barbed edge flange and an adjacent serrated surface on the opposite side of the U-shaped projection suitable for engagement through the U-shaped projection; It has a plurality of inverted cone-shaped protrusions extending in parallel at intervals on the same side as the letter-shaped protrusion, and the width of the attachment plate part is smaller than the width of the embedding plate part. A water stop plate for connecting old and new concrete.
JP5342182U 1982-04-13 1982-04-13 Water stop plate for new and old concrete joints Granted JPS58156804U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5342182U JPS58156804U (en) 1982-04-13 1982-04-13 Water stop plate for new and old concrete joints

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5342182U JPS58156804U (en) 1982-04-13 1982-04-13 Water stop plate for new and old concrete joints

Publications (2)

Publication Number Publication Date
JPS58156804U JPS58156804U (en) 1983-10-19
JPH0119697Y2 true JPH0119697Y2 (en) 1989-06-07

Family

ID=30064087

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5342182U Granted JPS58156804U (en) 1982-04-13 1982-04-13 Water stop plate for new and old concrete joints

Country Status (1)

Country Link
JP (1) JPS58156804U (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5847605B2 (en) * 1976-07-19 1983-10-24 操 庄司 Method for deodorizing and releasing air containing excrement odor

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5847605U (en) * 1981-09-28 1983-03-31 フクビ化学工業株式会社 Expansion joint material

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5847605B2 (en) * 1976-07-19 1983-10-24 操 庄司 Method for deodorizing and releasing air containing excrement odor

Also Published As

Publication number Publication date
JPS58156804U (en) 1983-10-19

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