JP2500770Y2 - Concrete spill prevention device - Google Patents
Concrete spill prevention deviceInfo
- Publication number
- JP2500770Y2 JP2500770Y2 JP1989047918U JP4791889U JP2500770Y2 JP 2500770 Y2 JP2500770 Y2 JP 2500770Y2 JP 1989047918 U JP1989047918 U JP 1989047918U JP 4791889 U JP4791889 U JP 4791889U JP 2500770 Y2 JP2500770 Y2 JP 2500770Y2
- Authority
- JP
- Japan
- Prior art keywords
- piece
- angle
- vertical
- concrete
- support
- 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)
Description
【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、垂直型枠下部のコンクリートノロ流出防止
装置に関する。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a concrete spill leak prevention device at the bottom of a vertical formwork.
従来、柱や壁等のコンクリート構造物を構築する際
に、垂直型枠は、第3図に示すように垂直型枠5の下部
と下部構造体2との間に下部構造体2の不陸を吸収する
ためある程度のクリアランスを設けている。そこで、こ
のクリアランスからコンクリートノロが流出するのを防
ぐために、クリアランスに布やモルタル4等を詰める流
出防止装置が知られている。Conventionally, when a concrete structure such as a pillar or a wall is constructed, the vertical formwork is arranged between the lower part of the vertical formwork 5 and the lower structure 2 as shown in FIG. A certain amount of clearance is provided to absorb water. Therefore, in order to prevent concrete slag from flowing out from this clearance, an outflow preventing device is known in which the clearance is filled with cloth, mortar 4, or the like.
また、他の従来例として、実開昭59−148843号公報に
記載の垂直型枠下部のコンクリートノロ流出防止装置が
提案されている。As another conventional example, there is proposed a concrete spillage outflow preventing device under a vertical formwork described in Japanese Utility Model Laid-Open No. 59-148843.
この垂直型枠下部のコンクリートノロ流出防止装置
は、第5図に示すようにノロ止め片12と底片11とからな
る略L字状の型枠を用い、底片11を下部構造体2にコン
クリート釘14で固定しノロ止め片12を垂直型枠5の下部
内面に当接してコンクリートノロの流出を防止する構造
である。As shown in FIG. 5, the concrete spill-out preventing device at the bottom of the vertical formwork uses a substantially L-shaped formwork composed of a slag stop piece 12 and a bottom piece 11, and the bottom piece 11 is fixed to the lower structure 2 with concrete nails. The structure is fixed with 14, and the noro stop piece 12 is brought into contact with the inner surface of the lower part of the vertical formwork 5 to prevent the concrete noro from flowing out.
しかしながら、第3図の従来例は、未充填部も多く、
コンクリートノロ流出が止まらずコンクリート構造物1
の品質低下を招き易い、そして、第4図に示すように垂
直型枠5の解体後はコンクリート構造物1以外の不要コ
ンクリート3やモルタル4等の除去が必要である。However, in the conventional example of FIG. 3, there are many unfilled parts,
Concrete spilling does not stop and concrete structure 1
However, as shown in FIG. 4, it is necessary to remove unnecessary concrete 3 and mortar 4 other than the concrete structure 1 after the vertical formwork 5 is dismantled.
一方、第5図の他の実施例では、垂直型枠5の解体後
第6図に示すようにコンクリート構造物1にノロ止め片
12の厚み分の断面欠損部40ができるため、強度上コンク
リート構造物1の断面積を確保するためには、断面欠損
部40を付加するため工事コストが増加する。On the other hand, in another embodiment shown in FIG. 5, after the vertical formwork 5 is dismantled, as shown in FIG.
Since the cross-section missing portion 40 corresponding to the thickness of 12 is formed, in order to secure the cross-sectional area of the concrete structure 1 in terms of strength, the work cost is increased because the cross-section missing portion 40 is added.
本考案は、前記事項に鑑みなされたものであり、垂直
型枠5の高さの調整が容易に行なわれ、コンクリートノ
ロの流出を防ぎ、垂直型枠5の解体後にコンクリート構
造物1の断面欠損部40がなく、密実なコンクリート構造
物1を得ることができるコンクリートノロ流出防止装置
とすることを技術的課題とする。The present invention has been made in view of the above matters, in which the height of the vertical formwork 5 can be easily adjusted, concrete slag is prevented from flowing out, and the cross section of the concrete structure 1 is lost after the vertical formwork 5 is disassembled. A technical problem is to provide a concrete slag leak prevention device that can obtain a solid concrete structure 1 without the portion 40.
本考案は、前記の技術的課題を解決するために以下の
ような構成とした。The present invention has the following configuration in order to solve the above technical problem.
即ち、底片11を下部構造体2に固定できるL形のノロ
止めアングル10を設け、このノロ止めアングル10の上部
にL形の支持アングル20を設け、この支持アングル20の
水平方向に設けられた支持片21には、先端部が前記ノロ
止めアングル10の底片11上に当接する高さ調整ボルト24
を貫通して螺嵌し、支持アングル20の垂直片22の内面22
aが前記ノロ止めアングル10の垂直方向に設けられたノ
ロ止め片12の外面12bに摺接して上下できるように形成
し、支持アングル20の支持片21上には垂直型枠5を、型
枠内面5aが前記ノロ止め片12の内面12aと略同一平面と
なるように載置して設けてコンクリートノロ流出防止装
置とした。That is, an L-shaped sloping stop angle 10 for fixing the bottom piece 11 to the lower structure 2 is provided, an L-shaped support angle 20 is provided above the sloping stop angle 10, and the support angle 20 is provided in the horizontal direction. The support piece 21 has a height adjusting bolt 24 whose front end abuts on the bottom piece 11 of the locking angle 10.
The inner surface 22 of the vertical piece 22 of the support angle 20
a is formed so that it can slide up and down by sliding on the outer surface 12b of the sloping stop piece 12 provided in the vertical direction of the sloping stop angle 10, and the vertical formwork 5 is formed on the support piece 21 of the support angle 20. The concrete surface 5a was placed and provided so that the inner surface 5a and the inner surface 12a of the sloping stop piece 12 were substantially flush with each other to provide a concrete slag leakage preventing device.
本考案のコンクリートノロ流出防止装置は、L形のノ
ロ止めアングル10の底片11を下部構造体2に固定して設
ける。そして、支持アングル20の支持片21上に垂直型枠
5を、型枠内面5aとノロ止め片12の内面12aとが略同一
平面となるように載置して設ける。支持アングル20の垂
直片22の内面22aが前記ノロ止めアングル10の垂直方向
に設けられたノロ止め片12の外面12bに摺接して上下で
きるように、高さ調整ボルト24の先端部をノロ止めアン
グル10の底片11の上面に当接する。そこで、この高さ調
整ボルト24を回動することによって垂直型枠5の高さを
調整することができる。生コンクリート流入後、垂直型
枠5の下に支持アングル20の垂直片22とノロ止めアング
ル10のノロ止め片12が連続して設けられているのでコン
クリートノロは流出しない。そして、垂直型枠5の調整
高さによって、ノロ止め片12の上方に出っ張り6が僅か
にできる。そこで、第2図に示すように解体後に残った
出っ張り6を取り除く。The concrete spill prevention device of the present invention is provided by fixing the bottom piece 11 of the L-shaped sloping stop angle 10 to the lower structure 2. Then, the vertical mold 5 is placed on the support piece 21 of the support angle 20 so that the mold inner surface 5a and the inner surface 12a of the locking piece 12 are substantially flush with each other. The tip end of the height adjusting bolt 24 is slidably stopped so that the inner surface 22a of the vertical piece 22 of the support angle 20 can slide up and down to the outer surface 12b of the slender stop piece 12 provided in the vertical direction of the slant stop angle 10. It contacts the upper surface of the bottom piece 11 of the angle 10. Therefore, the height of the vertical mold 5 can be adjusted by rotating the height adjusting bolt 24. After the inflow of green concrete, the vertical piece 22 of the support angle 20 and the loosening piece 12 of the loosening prevention angle 10 are continuously provided under the vertical formwork 5, so concrete concrete does not flow out. Then, due to the adjustment height of the vertical form frame 5, the protrusion 6 can be slightly formed above the loosening stopper piece 12. Therefore, as shown in FIG. 2, the protrusion 6 remaining after the disassembly is removed.
本考案によるコンクリートノロ流出防止装置の一実施
例を第1図及び第2図に基づいて説明する。An embodiment of the concrete spill prevention device according to the present invention will be described with reference to FIGS. 1 and 2.
L形のノロ止めアングル10の底片11と下部構造体2の
間に発泡ポリエチレンテープ13を介在させコンクリート
釘14で底片11を固定してL形のノロ止めアングル10を設
ける。そして、このノロ止めアングル10の上部に垂直型
枠5を支持するL形の支持アングル20を設ける。この支
持アングル20の水平方向に設けられた支持片21には、垂
直型枠5の位置決め用型枠パネル25を内方に突出して溶
着あるいはボルト止めして設け、さらに、この型枠パネ
ル25の中央部にナット25を溶着して設ける。このナット
26には、先端部がノロ止めアングル10の底片11の上面に
当接する高さ調整ボルト24を貫通して螺嵌する。そし
て、支持アングル20の垂直片22の内面22aは、ノロ止め
アングル10の垂直方向に設けられたノロ止め片12の外面
12bに摺接して上下できるように形成する。また、支持
片21と垂直片22の間に補強リブ23を取り付ける。A polyethylene foam tape 13 is interposed between the bottom piece 11 of the L-shaped sloping prevention angle 10 and the lower structure 2, and the bottom piece 11 is fixed with a concrete nail 14 to provide the L-shaped sloping prevention angle 10. Then, an L-shaped support angle 20 for supporting the vertical form 5 is provided on the sloping stop angle 10. On a support piece 21 provided in the horizontal direction of the support angle 20, a positioning form panel 25 for the vertical form 5 is provided so as to protrude inward and welded or bolted. A nut 25 is provided by welding at the center. This nut
A height adjusting bolt 24, the tip of which abuts on the upper surface of the bottom piece 11 of the sloping stop angle 10, is threaded into the screw 26. The inner surface 22a of the vertical piece 22 of the support angle 20 is the outer surface of the loosening piece 12 provided in the vertical direction of the loosening angle 10.
It is formed so that it can slide up and down by sliding on 12b. Further, a reinforcing rib 23 is attached between the support piece 21 and the vertical piece 22.
そして、支持アングル20の支持片21上の型枠パネル25
は、型枠内面5aと前記ノロ止め片12の内面12aとが同一
平面となるように垂直型枠5を載置できるように形成す
る。そして、生コンクリートの圧力で倒れないように相
対応する垂直型枠5,5同志をボルトナット7で連結す
る。And the formwork panel 25 on the support piece 21 of the support angle 20
Is formed so that the vertical mold 5 can be placed so that the mold inner surface 5a and the inner surface 12a of the sloping stop piece 12 are flush with each other. Then, vertical molds 5 and 5 corresponding to each other are connected by bolts and nuts 7 so as not to fall down by the pressure of the fresh concrete.
本考案は、垂直片22の内面22aがノロ止め片12の外面1
2bに摺接して上下できるように形成して、高さ調整ボル
ト24を回動することによって垂直型枠5の高さを容易に
調整することができると共に、コンクリートノロの流出
を防ぐことができ、型枠内面5aとノロ止め片12の内面12
aとが略同一平面であるのでコンクリート構造物1に断
面欠損部40が出来ず密実なコンクリート構造物1を得る
ことができコンクリートの強度が低下しない。そして、
出っ張り6は、下部構造体2より離れているので取り除
き易い。さらに、構造が簡単で部品点数が少ないので、
組立、解体を簡単に行うことができ、何回も転用するこ
とが可能である。In the present invention, the inner surface 22a of the vertical piece 22 is the outer surface 1 of the loosening stop piece 12.
It can be slidably contacted with 2b and can be moved up and down, and by rotating the height adjusting bolt 24, the height of the vertical formwork 5 can be easily adjusted and at the same time the outflow of concrete slag can be prevented. , The inner surface 5a of the mold and the inner surface 12 of the locking piece 12
Since a and a are substantially in the same plane, the concrete structure 1 does not have the cross-section defect 40 and a solid concrete structure 1 can be obtained, and the strength of the concrete does not decrease. And
Since the protrusion 6 is separated from the lower structure 2, it is easy to remove. Furthermore, since the structure is simple and the number of parts is small,
It can be easily assembled and disassembled and can be reused many times.
第1図及び第2図は本考案による一実施例を示し、第1
図は組立縦断面図、第2図は解体後の出っ張りを示す縦
断面図、第3図及び第4図は従来例を示し、第3図は垂
直型枠組立後の縦断面図、第4図は垂直型枠解体後の縦
断面図、第5図及び第6図は他の従来例を示し、第5図
は組立縦断面図、第6図は垂直型枠解体後のコンクリー
ト構造物の断面欠損部を示す縦断面図である。 2……下部構造体、5……垂直型枠、5a……型枠内面、
10……ノロ止めアングル、11……底片、12……ノロ止め
片、12a……内面、12b……外面、20……支持アングル、
21……支持片、22……垂直片、22a……内面、24……高
さ調整ボルト。1 and 2 show an embodiment according to the present invention.
The figure is a vertical cross-sectional view of the assembly, FIG. 2 is a vertical cross-sectional view showing the protrusion after disassembly, FIGS. 3 and 4 show a conventional example, and FIG. 3 is a vertical cross-sectional view after the vertical formwork is assembled. The figure shows a vertical sectional view after the vertical formwork is dismantled, FIGS. 5 and 6 show other conventional examples, FIG. 5 is an assembled vertical sectional view, and FIG. 6 is a concrete structure after the vertical formwork is dismantled. It is a longitudinal cross-sectional view showing a cross-section defective portion. 2 ... Lower structure, 5 ... Vertical formwork, 5a ... Formwork inner surface,
10 …… Slipping angle, 11 …… Bottom piece, 12 …… Sloping piece, 12a …… Inside surface, 12b …… Outside surface, 20 …… Supporting angle,
21 …… Support piece, 22 …… Vertical piece, 22a …… Inner surface, 24 …… Height adjustment bolt.
Claims (1)
ノロ止めアングル10を設け、このノロ止めアングル10の
上部にL形の支持アングル20を設け、この支持アングル
20の水平方向に設けられた支持片21には、先端部が前記
ノロ止めアングル10の底片11上に当接する高さ調整ボル
ト24を貫通して螺嵌し、支持アングル20の垂直片22の内
面22aが前記ノロ止めアングル10の垂直方向に設けられ
たノロ止め片12の外面12bに摺接して上下できるように
形成し、支持アングル20の支持片21上には垂直型枠5
を、型枠内面5aが前記ノロ止め片12の内面12aと略同一
平面となるように載置して設けたコンクリートノロ流出
防止装置。1. An L-shaped sloping stop angle 10 for fixing a bottom piece 11 to a lower structure 2, and an L-shaped support angle 20 on the sloping stop angle 10 are provided.
In the horizontal support piece 21 of 20, the tip of the vertical piece 22 of the support angle 20 is screwed through the height adjusting bolt 24 whose tip comes into contact with the bottom piece 11 of the loosening angle 10. The inner surface 22a is formed so as to be able to slide up and down with the outer surface 12b of the sloping stop piece 12 provided in the vertical direction of the sloping stop angle 10, and the vertical frame 5 is provided on the support piece 21 of the support angle 20.
A concrete noro outflow prevention device, which is mounted so that the inner surface 5a of the mold is substantially flush with the inner surface 12a of the nose-stopping piece 12.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1989047918U JP2500770Y2 (en) | 1989-04-24 | 1989-04-24 | Concrete spill prevention device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1989047918U JP2500770Y2 (en) | 1989-04-24 | 1989-04-24 | Concrete spill prevention device |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02139264U JPH02139264U (en) | 1990-11-21 |
JP2500770Y2 true JP2500770Y2 (en) | 1996-06-12 |
Family
ID=31564273
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1989047918U Expired - Lifetime JP2500770Y2 (en) | 1989-04-24 | 1989-04-24 | Concrete spill prevention device |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2500770Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2584052Y2 (en) * | 1991-12-26 | 1998-10-30 | 株式会社竹中工務店 | Level adjustment jig for perforated panel of driving formwork |
CN114278089A (en) * | 2022-01-17 | 2022-04-05 | 中建八局第二建设有限公司 | Embedded type column root slurry leakage prevention device and construction method thereof |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS55126450U (en) * | 1979-03-03 | 1980-09-06 | ||
JPS5634111U (en) * | 1979-08-23 | 1981-04-03 |
-
1989
- 1989-04-24 JP JP1989047918U patent/JP2500770Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH02139264U (en) | 1990-11-21 |
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