JP2507776Y2 - Water stop plate for concrete splicing formwork - Google Patents
Water stop plate for concrete splicing formworkInfo
- Publication number
- JP2507776Y2 JP2507776Y2 JP1990069083U JP6908390U JP2507776Y2 JP 2507776 Y2 JP2507776 Y2 JP 2507776Y2 JP 1990069083 U JP1990069083 U JP 1990069083U JP 6908390 U JP6908390 U JP 6908390U JP 2507776 Y2 JP2507776 Y2 JP 2507776Y2
- Authority
- JP
- Japan
- Prior art keywords
- ribs
- net
- concrete
- shaped
- 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.)
- Expired - Lifetime
Links
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【考案の詳細な説明】 「産業上の利用分野」 本考案は、コンクリート打継ぎ型枠の止水板に係るも
のである。[Detailed Description of the Invention] "Industrial Application Field" The present invention relates to a water stop plate for a concrete splicing formwork.
「従来の技術と考案が解決しようとする課題」 コンクリート打継ぎ工事に用いられている従来の脱型
を要しないコンクリート打継ぎ型枠では、エキスパンド
メタル、鋼製ネット等のネット状打止め材に棒状止水材
を付設している(特開昭62−291367号公報、実開平2−
23654号公報、実開平1−157846号公報)。"Problems to be solved by conventional techniques and devices" In the conventional concrete connecting formwork that does not require demolding, which is used in concrete connecting work, it can be used as a net stop material such as expanded metal or steel net. A rod-shaped waterproof material is attached (Japanese Patent Laid-Open No. 62-291367, Japanese Utility Model Publication No. 2-
No. 23654, Japanese Utility Model Publication No. 1-157846).
しかし、網目から漏れるモルタルが他側の棒状止水材
を覆ってしまい、これを放置すると、該部にわずかな隙
間を生じて止水性が低下するため、これを速やかに拭き
取ることを要し、この拭き取りに甚だ手数がかかってい
る。However, the mortar that leaks from the mesh covers the rod-shaped water blocking material on the other side, and if this is left unattended, a slight gap is created in the part, and the water blocking performance decreases, so it is necessary to wipe it off quickly. This wiping takes a lot of work.
この点に関し、上記ネット状打止め材に部分的に鋼板
を溶接し、該鋼板の中央に棒状止水材を付設するととも
に、該棒状止水材の両側に適宜幅のノロ除けを設けるこ
とも考えられてはいるが、壁に使用した場合には有効で
も、基礎盤に使用した場合には無効である等、未だ十分
なものではない。In this regard, a steel plate may be partially welded to the net-shaped stopping member, a rod-shaped water blocking member may be attached to the center of the steel plate, and a sluice bar having an appropriate width may be provided on both sides of the rod-shaped water blocking member. Although it is considered, it is still not enough, such as it is effective when used on walls, but invalid when used on foundation boards.
ところで、上記ネット状打止め材には、通常、厚さ0.
6mm〜1.5mmのものが用いられているが、薄いと、運搬や
建込み時に変形し易く、棒状止水材が剥がれ易い上に、
先打ちコンクリートの打設に当たり、変形防止用補強材
で補強するものの非補強部分が打設コンクリートの圧力
で後打ち側へと大きく膨出する結果、これに誘引された
縁部がめくれて、コンクリート打継ぎ型枠としての機能
を発揮し得ないことがあり、変形防止のために、ネット
状打止め材に補強リブを形成することも考えられている
が(実開平1−157846号公報、特開昭64−83767号公
報)、ネット状打止め材自体に補強リブを形成しても十
分な補強効果は得られず、やはり後打ち側へ膨出するこ
とがあって、これとても十分ではない。また、厚いと、
運搬や建込み時のハンドリングが悪い等の支障がある。By the way, the thickness of the net-shaped stopper is usually 0.
6 mm to 1.5 mm is used, but if it is thin, it easily deforms during transportation and installation, and the rod-shaped waterproof material is easily peeled off, and
When precast concrete is poured, it is reinforced with a deformation preventive reinforcement material, but the non-reinforced part swells greatly to the postcasting side due to the pressure of the cast concrete, and as a result, the edge part attracted to this and the concrete is turned up. In some cases, it may not be able to function as a piecing formwork, and it has been considered to form reinforcing ribs on the net-shaped stabbing material to prevent deformation (Japanese Utility Model Laid-Open No. 1-157846, Japanese Patent Publication No. (Kaisho 64-83767), even if reinforcing ribs are formed on the net-shaped stopping material itself, a sufficient reinforcing effect cannot be obtained, and it may swell toward the trailing side, which is not enough. . Also, if it is thick,
There are obstacles such as poor handling during transportation and installation.
本考案は、斯る問題点を解決しようとするものであ
る。The present invention is intended to solve such a problem.
「課題を解決するための手段」 上記目的達成のため、本考案は、ネット状打止め材に
連なるために設けた一定の鋼板1の片面乃至両面に複数
の背高いリブ2を適間隔で並設するとともに、リブ間に
これらのリブと平行させて多数の小透孔3を一列に配
し、該小透孔列の片面乃至両面に膨張性止水材4を水密
に付設固定させたことを特徴とする。[Means for Solving the Problems] In order to achieve the above object, the present invention has a plurality of tall ribs 2 arranged at appropriate intervals on one side or both sides of a constant steel plate 1 provided for connecting to a net-shaped stopper. A plurality of small through holes 3 are arranged in a row between the ribs in parallel with the ribs, and an expansive water blocking material 4 is watertightly attached and fixed to one or both surfaces of the small through hole row. Is characterized by.
「作用」 如上の構成であり、使用に当たっては、鋼板1の片側
乃至両側にエキスパンドメタル、鋼製ネット等のネット
状打止め材5を溶接して接続し、これをコンクリート打
継ぎ型枠Aとして使用すればよい。その際、後打ち側に
リブ2を突出させ、該リブに変形防止用補強材6を組み
合わせて補強する。[Operation] With the above-described configuration, in use, a net-shaped stop material 5 such as expanded metal or steel net is welded and connected to one side or both sides of the steel plate 1, and this is used as a concrete joint form A. You can use it. At that time, the rib 2 is projected to the trailing side, and the deformation preventing reinforcing member 6 is combined with the rib to reinforce.
なお、ネット状打止め材5の接合には、該ネット状打
抜止め材にも適宜にリブを設けて、リブ同士で結合させ
てもよい。When the net-shaped punching material 5 is joined, ribs may be appropriately provided on the net-shaped punching-out material, and the ribs may be joined together.
先打ちコンクリートC打設中のリブ2は、上記補強材
6と相俟ってコンクリート打継ぎ型枠Aとしての剛性を
維持すると同時に、ネット状打止め材5の網目から漏れ
でるモルタルに対し、土手又は庇のように作用し、膨張
性止水材4へのモルタルの付着を阻止する。The rib 2 during the casting of the precast concrete C maintains the rigidity of the concrete jointing form A in cooperation with the reinforcing material 6, and at the same time, with respect to the mortar leaking from the mesh of the net-shaped stopping material 5, It acts like a bank or eaves and prevents the mortar from adhering to the expansive water blocking material 4.
先打ちコンクリートCの打設後、同様にして後打ちコ
ンクリートを打設することとなるが、そのコンクリート
打継ぎ型枠Aは、そのまま埋め殺しにする。こうして埋
め込まれた膨張性止水材4は、水を含むことにより膨張
して、打設コンクリートとの間の微細な隙間をも閉じ、
確実に止水する。After the precast concrete C is cast, the postcast concrete is similarly cast, but the concrete jointing form A is buried as it is. The expansive water-stopping material 4 thus embedded expands when it contains water, and closes the minute gaps between it and the cast concrete.
Make sure to stop the water.
「実施例」 図面は、本考案の実施例を示している。[Examples] The drawings show examples of the present invention.
図示のものは、厚さ0.6mmの適宜幅の鋼板Vの片面
に、高さ15〜20mmの断面U字状の2条のリブ2を適宜間
隔で並設し、両リブ間中央に多数の小透孔3を一列に配
設し、その両面に該小透孔列を以て膨張性止水材4を水
密に付設固定している。In the illustrated example, two ribs 2 having a U-shaped cross section and having a height of 15 to 20 mm are juxtaposed on one surface of a steel plate V having a thickness of 0.6 mm and having an appropriate interval, and a large number of ribs 2 are provided in the center between both ribs. The small through holes 3 are arranged in a row, and the expandable water blocking material 4 is watertightly attached and fixed to both surfaces of the small through holes 3.
膨張性止水材4は、幅10〜15mm、高さがリブ2の高さ
と同等乃至それ以下の断面方形のものとし、鋼板1に対
し両側から適宜接着剤にて接着している。The expansive waterproof material 4 has a width of 10 to 15 mm and a rectangular cross section whose height is equal to or less than the height of the rib 2 and is adhered to the steel plate 1 from both sides with an appropriate adhesive agent.
膨張性止水材4は、水を含むことによって膨張するも
のであるが、その原料には次のものがある。The expandable water blocking material 4 expands when it contains water, and its raw materials include the following.
水膨潤性ウレタン樹脂、水膨住性ウレタン樹脂とゴム
の混合物、水膨潤性ウレタン樹脂とゴムと水硬性物質
(水硬性セメント、石膏など)の混合物、オレフィン/
マレイン酸共重合体、ポリビニルアルコール/イソブチ
レン/マレイン酸共重合体、ポリビニルアルコール/ア
クリル酸共重合体、架橋又は非架橋ポリビニルアルコー
ル、架橋又は非架橋ポリアクリル酸塩、ポリビニルアル
コール/酸無水物共重合体、デンプン/アクリル酸グラ
フト共重合体、あるいは、これらの重合体とゴムとの混
合物などが挙げられる。上記の中でも可撓性を有する水
膨潤性ウレタン樹脂、水膨潤性ウレタン樹脂とゴムの混
合物、水膨潤性ウレタン樹脂とゴムと水硬性物質(水硬
性セメント、石膏など)の混合物などを用いるのが止水
性の面から特に好ましい。Water-swellable urethane resin, mixture of water-swellable urethane resin and rubber, mixture of water-swellable urethane resin and rubber and hydraulic material (hydraulic cement, gypsum, etc.), olefin /
Maleic acid copolymer, polyvinyl alcohol / isobutylene / maleic acid copolymer, polyvinyl alcohol / acrylic acid copolymer, crosslinked or non-crosslinked polyvinyl alcohol, crosslinked or noncrosslinked polyacrylic acid salt, polyvinyl alcohol / acid anhydride copolymer Examples thereof include coalesce, starch / acrylic acid graft copolymer, and a mixture of these polymers and rubber. Among the above, it is preferable to use a flexible water-swelling urethane resin, a mixture of water-swelling urethane resin and rubber, a mixture of water-swelling urethane resin and rubber and a hydraulic substance (hydraulic cement, gypsum, etc.). It is particularly preferable from the viewpoint of water stoppage.
なお、膨張性止水材4は、リブ間で複数条設けてもよ
いし、片面にのみ設けてもよい。The expandable water blocking member 4 may be provided in a plurality of lines between the ribs or may be provided only on one side.
而して、第3図、第4図に示すように、例えば、鋼板
1の両側に、エキスパンドメタル、鋼製ネット等のネッ
ト状打止め材5を溶接してコンクリート打継ぎ型枠Aを
形成する。第4図に二点鎖線で示すように、ネット状打
止め材5にもリブを設けてリブ同士で結合させてもよ
い。Then, as shown in FIG. 3 and FIG. 4, for example, a net-shaped stop material 5 such as expanded metal or steel net is welded to both sides of the steel plate 1 to form a concrete joint form A. To do. As shown by the chain double-dashed line in FIG. 4, ribs may be provided on the net-shaped stopper 5, and the ribs may be connected to each other.
このコンクリート打継ぎ型枠Aは、コンクリート型枠
B内の適所に、空間を横切る状態で、かつ、リブ2を後
打ち側に面させて架設し、リブ2に変形防止用補強材6
を組み合わせるとともに、該補強材6でネット状打止め
材5を補強し、埋め殺し型枠として打継ぎに供する。こ
の打継ぎの際には、先打ちコンクリートCがネット状打
止め材5の網目からわずかに突出して、打継ぎ面が凹凸
となるので、目荒しの必要はない。Dは、鉄筋である。This concrete jointing form A is erected at a proper position in the concrete form B so as to traverse the space and with the ribs 2 facing the rear striking side.
And the net-shaped stop material 5 is reinforced by the reinforcement material 6 and is used as a buried form for splicing. At the time of this splicing, the precast concrete C slightly protrudes from the mesh of the net-shaped stop material 5 to make the splicing surface uneven, so that there is no need for roughening. D is a reinforcing bar.
なお、第3図、第4図では、壁の打継ぎについて示し
ているが、上記コンクリート打継ぎ型枠Aを水平方向に
90度変向させれば、そのまま基礎盤に用いることができ
る。Although FIG. 3 and FIG. 4 show the jointing of walls, the concrete jointing form A is horizontally
If it is turned 90 degrees, it can be used as it is as a foundation board.
「考案の効果」 本考案によれば、ネット状打止め材に連ねるために設
けた一定の鋼板1の片面乃至両面に複数の背高いリブ2
を並設しているので、鋼板1としては勿論、ネット状打
止め材5を連ねたコンクリート打継ぎ型枠Aとしても剛
性を格段に増大できて、ネット状打止め材5の肉厚を薄
くしても全体として運搬や建込み時の変形が少なく、変
形によって生ずる膨張性止水材4の剥離を防止でき、先
打ちコンクリートCの打設時の膨出変形及びこれによる
縁部のめくれを適確に防止でき、しかも、全体的に軽く
できて、作業時のハンドリングを良好にできる。[Advantage of the Invention] According to the present invention, a plurality of tall ribs 2 are provided on one or both sides of a steel plate 1 provided for connecting to a net-shaped stopper.
Since the steel sheets 1 are arranged in parallel, the rigidity can be remarkably increased not only as the steel plate 1 but also as the concrete joining formwork A in which the net-like fastening materials 5 are connected, and the thickness of the net-like fastening material 5 can be reduced. Even as a whole, there is little deformation during transportation and installation, and it is possible to prevent exfoliation of the expansive waterproof material 4 that occurs due to deformation, and to prevent bulging deformation during casting of the precast concrete C and the curling of the edge portion due to this. It can be properly prevented, and the overall weight can be lightened, and the handling during work can be improved.
また、斯る背高いリブ2の間に膨張性止水材4を固定
しているので、リブ2が土手又は庇のように作用して、
連ねたネット状打止め材5の網目から漏れるモルタルが
膨張性止水材4に付着するのを阻止し、したがって、壁
の打継ぎに用いても基礎盤の打継ぎに用いても網目から
漏れたモルタルが膨張性止水材4を覆うことはなく、面
倒な拭き取りを要せず、拭き取りの手数を軽減できる。Moreover, since the expansive water blocking material 4 is fixed between the tall ribs 2, the rib 2 acts like a bank or an eaves,
The mortar that leaks from the mesh of the continuous net-like stopping material 5 is prevented from adhering to the expansive water-stopping material 4, and therefore leaks from the mesh regardless of whether it is used for splicing a wall or splicing a foundation board. Since the mortar does not cover the expansive water blocking material 4, a troublesome wiping is not required, and the number of wiping operations can be reduced.
更に、リブ2の存在により全体として剛性が大きいた
め、コンクリート打設時の変形防止用補強材6の量が少
なくてすみ、施工時間を短縮でき、コストダウンでき
る。そして、連ねるネット状打止め材5にもリブを設け
ることにより、リブ同士で簡単に連結させることができ
て、接合作業を容易にすることができる。Further, since the ribs 2 have a large rigidity as a whole, the amount of the reinforcing material 6 for preventing deformation at the time of placing concrete can be small, the construction time can be shortened, and the cost can be reduced. Further, by providing the ribs also in the continuous net-shaped stopper 5, the ribs can be easily connected to each other and the joining work can be facilitated.
その上、膨張性止水材4は、多数の小透孔3の小透孔
列を以て水密に固定しているので、容易に剥れず、しか
も、変形防止用補強材6の付設においてもリブ2で機械
的に保護されるから、損傷少なく、実用上頗る有益であ
る。In addition, since the expansive water blocking material 4 is watertightly fixed by the row of small through holes of the large number of small through holes 3, it does not easily peel off, and the ribs 2 do not easily separate even when the deformation preventing reinforcement member 6 is attached. Because it is mechanically protected by, there is little damage and it is useful in practical use.
図面は、本考案の実施例で、第1図は、斜視図、第2図
は、要部部材の斜視図、第3図は、使用状態の截断斜視
図、第4図は、同要部拡大平面図である。 1…鋼板、2…リブ 3…小透孔、4…膨張性止水材 5…ネット状打止め材、6…補強材 A…コンクリート打継ぎ型枠 B…コンクリート型枠 C…先打ちコンクリート D…鉄筋1 is a perspective view, FIG. 2 is a perspective view of essential parts, FIG. 3 is a cutaway perspective view of a state of use, and FIG. 4 is an essential part of the present invention. It is an enlarged plan view. DESCRIPTION OF SYMBOLS 1 ... Steel plate, 2 ... Rib 3 ... Small through-hole, 4 ... Intumescent water stopping material 5 ... Net stop material, 6 ... Reinforcing material A ... Concrete joint form B ... Concrete form C ... Precast concrete D … Reinforcing bars
───────────────────────────────────────────────────── フロントページの続き (72)考案者 吉岡 保彦 大阪府南河内郡美原町木材通3丁目1番 8号 株式会社竹中工務店技術研究所内 大阪支所内 (72)考案者 奥村 良生 東京都品川区東大井6―4―6 (72)考案者 福島 拓夫 千葉県八千代市勝田台7―29―2 (72)考案者 林田 安正 埼玉県上尾市中妻3―9―2 (72)考案者 盛田 清吾 東京都台東区上野5丁目7番11号 (56)参考文献 特開 昭62−291367(JP,A) 特開 平1−83767(JP,A) 実開 平2−23654(JP,U) 実開 平1−157846(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Yasuhiko Yoshioka 3-1-8 Mokudo, Mihara-cho, Minamikawachi-gun, Osaka Prefecture Takenaka Corporation Technical Research Institute Co., Ltd. Osaka branch (72) Inventor Yoshio Okumura Shinagawa-ku, Tokyo Higashi Oi 6-4-6 (72) Inventor Takuo Fukushima 7-29-2 Katsutadai, Yachiyo-shi, Chiba (72) Inventor Yasumasa Hayashida 3-9-2 Nakatsuma, Ageo-shi, Saitama (72) Inventor Seigo Morita Tokyo 5-7-11 Ueno, Taito-ku, Tokyo (56) Reference JP 62-291367 (JP, A) JP 1-83767 (JP, A) Actually open 2-23654 (JP, U) Actually open Flat 1-157846 (JP, U)
Claims (1)
定の鋼板1の片面乃至両面に複数の背高いリブ2を適間
隔で並設するとともに、リブ間にこれらのリブと平行さ
せて多数の小透孔3を一列に配し、該小透孔列の片面乃
至両面に膨張性止水材4を水密に付設固定させたことを
特徴とするコンクリート打継ぎ型枠の止水板。1. A plurality of tall ribs 2 are juxtaposed at appropriate intervals on one or both sides of a steel plate 1 provided for connecting to a net-shaped stopper, and the ribs are arranged in parallel between these ribs. A water blocking plate for a concrete splicing form, characterized in that a large number of small through holes 3 are arranged in a row, and an expansive water blocking material 4 is watertightly attached and fixed to one side or both sides of the row of small through holes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990069083U JP2507776Y2 (en) | 1990-06-29 | 1990-06-29 | Water stop plate for concrete splicing formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1990069083U JP2507776Y2 (en) | 1990-06-29 | 1990-06-29 | Water stop plate for concrete splicing formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0427044U JPH0427044U (en) | 1992-03-04 |
JP2507776Y2 true JP2507776Y2 (en) | 1996-08-21 |
Family
ID=31604081
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1990069083U Expired - Lifetime JP2507776Y2 (en) | 1990-06-29 | 1990-06-29 | Water stop plate for concrete splicing formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2507776Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267132A (en) * | 2007-04-20 | 2008-11-06 | Bauer Maschinen Gmbh | Formwork element for limiting diaphragm wall section, formwork part and method for manufacturing diaphragm wall in ground |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS62291366A (en) * | 1986-06-10 | 1987-12-18 | 三井建設株式会社 | Construction of double layer structure |
JPS6483767A (en) * | 1987-09-28 | 1989-03-29 | Nat House Ind | Disposal structure of reinforcement between forkwork for placing reinforced concrete |
JPH0633112Y2 (en) * | 1988-04-22 | 1994-08-31 | 有限会社野勢商事 | Concrete formwork splicing device |
JPH0726505Y2 (en) * | 1988-08-03 | 1995-06-14 | 株式会社竹中工務店 | Concrete splicing formwork |
-
1990
- 1990-06-29 JP JP1990069083U patent/JP2507776Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008267132A (en) * | 2007-04-20 | 2008-11-06 | Bauer Maschinen Gmbh | Formwork element for limiting diaphragm wall section, formwork part and method for manufacturing diaphragm wall in ground |
Also Published As
Publication number | Publication date |
---|---|
JPH0427044U (en) | 1992-03-04 |
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