JPS583876Y2 - Formwork for pouring on slopes for concrete revetment construction - Google Patents

Formwork for pouring on slopes for concrete revetment construction

Info

Publication number
JPS583876Y2
JPS583876Y2 JP2723079U JP2723079U JPS583876Y2 JP S583876 Y2 JPS583876 Y2 JP S583876Y2 JP 2723079 U JP2723079 U JP 2723079U JP 2723079 U JP2723079 U JP 2723079U JP S583876 Y2 JPS583876 Y2 JP S583876Y2
Authority
JP
Japan
Prior art keywords
formwork
concrete
pouring
slope
porous layer
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
JP2723079U
Other languages
Japanese (ja)
Other versions
JPS55126345U (en
Inventor
芳一 小林
豊子 野呂
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 JP2723079U priority Critical patent/JPS583876Y2/en
Publication of JPS55126345U publication Critical patent/JPS55126345U/ja
Application granted granted Critical
Publication of JPS583876Y2 publication Critical patent/JPS583876Y2/en
Expired legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 この考案は鋼製型枠を使用して法面にコンクリート打設
を行うコンクリート護岸工事における法面打設用型枠に
関するものである。
[Detailed Description of the Invention] This invention relates to a formwork for pouring concrete onto a slope in concrete revetment work in which concrete is poured onto a slope using a steel formwork.

元来、河川堤防の全面張コンクリート護岸工事では、良
く転圧した土斜面の上に裏込砂利を敷設してこの上に捨
コンクリートを数cm厚で張り、その上に表層コンクリ
ートを打設するのが普通である。
Originally, in full concrete revetment work for river embankments, backing gravel was laid on a well-compacted soil slope, a layer of waste concrete was spread several centimeters thick on top of this, and a surface layer of concrete was poured on top of this. is normal.

そして上記の表層コンクリート打設においては、法面に
約1m位の間隔を置いて夫々傾斜方向に角柱の縁型材を
複数並設し、各縁型材相互間に形成する各区間部の一つ
置きにコンクリ−I・を打設し、1週間位経過後、各縁
型材を夫々脱外して固化した上記打設コンクリートを縁
型材として残りの一つ置きの各区間部に夫々コンクリー
トを打設するものであり、しかも河川法面勾配は1割5
分乃至2割勾配であるので、ある程度かl:練りのもの
を人がコテで表面仕上げするものであり、極めて多くの
人的労力を必要とし、シラ・も下車が非合理的で長期間
を要するものであった。
In the above-mentioned surface concrete pouring, a plurality of prismatic edge shapes are placed side by side in the slope direction at intervals of about 1 m on the slope, and every other corner of each section is formed between each edge shape. After about a week, each edge molding material is removed and the hardened concrete is used as the edge molding material to pour concrete in each of the remaining sections. Moreover, the slope slope of the river is 15%
The slope is between 20% and 20%, so it's only a matter of time.The surface of the kneaded material is finished by a person using a trowel, which requires an extremely large amount of human labor, and it is irrational and takes a long time to get off the ground. It was something.

そこで最近では裏込砂利の上に埋殺し型枠(普通ビニー
ルシー l−などを使用)を張り、その上方に所定厚の
コンクリート打設用空間を取って鋼製型枠を張設し7、
上記空間にコンクリートを流し込んで仕上げる工法が行
われている。
Therefore, recently, a fill-in formwork (usually using vinyl sheet L-, etc.) is placed on top of the backfill gravel, and a steel formwork is placed above it with a space for pouring concrete of a specified thickness7.
The construction method used is to pour concrete into the above space.

そしてこの工法にはスロプホームと呼ばれる法面打設用
の大型の鋼製型枠が使われ始めている。
Large steel forms for pouring on slopes, called slope platforms, have begun to be used in this construction method.

これは鋼製型枠のガイドとして10 X 15 cyn
以上の断面をもつ木材の型材を整形に先だって設置し、
これを夫々鉄製スパイクで地盤に固定し、該型材の上に
」1記鋼製型枠を置き、コンクリートを打設しながら、
ウィンチなどで引上げて行く方法で、この間隔は実績で
は4m位で実施されている。
This is 10 x 15 cyn as a guide for steel formwork.
A wooden profile with the above cross section was installed prior to shaping,
Each of these was fixed to the ground with iron spikes, and the steel formwork described in 1 was placed on top of the formwork, and while pouring concrete,
This is a method of pulling up with a winch, etc., and in actual practice, this distance is about 4 meters.

そしてこの従来の工法においても、打設コンクリート中
の空気が表面に上昇して来て鋼製型枠内面との間に留る
ことと、コンクリートに振動を与える際、これに伴って
内部の余剰の遊離水が空気、セメントその他の遊離微細
分を伴って浮上するブリージング現象を生じ、その遊離
水が鋼製型枠の内面に添って流れるために打設コンクリ
ート表層部に分離によって豆板やす及び上記浮上成分の
乾燥してできるレイタンスなどができてたいへんきたな
くなるもので、打設コンクリートの表面はコテなどによ
り表面仕上げが行われ養生されるものである。
Even in this conventional construction method, the air in the poured concrete rises to the surface and remains between it and the inner surface of the steel formwork, and when vibration is applied to the concrete, internal surplus is generated. A breathing phenomenon occurs in which free water floats to the surface with air, cement, and other free fine particles, and as the free water flows along the inner surface of the steel formwork, it separates into the surface layer of the poured concrete, causing the slabs and the above-mentioned. Laitance, which is formed by the drying of floating components, is extremely unpleasant, and the surface of poured concrete is finished by troweling and curing.

このように上記の鋼製型枠を使用した従来の護岸コンク
リート工法においては、打設コンクリート表面が豆板や
す及びレイタンスなどによってきたなくなるのは避けら
れなかったものであり、かつそのために必ず手仕上げに
よる面倒な表面仕上げを行わなくてはならないもので、
たいへん面倒な手間と人的労力を要し、工事も長期化し
、工費も嵩むなどの大きな欠点があった。
In this way, in the conventional bank revetment concrete construction method using the above-mentioned steel formwork, it was inevitable that the surface of the poured concrete would become dirty due to slabs and laitance, and for this reason, manual finishing was always required. It requires troublesome surface finishing,
It had major drawbacks, such as requiring a lot of troublesome labor and human labor, prolonging the construction process, and increasing construction costs.

この考案は上記に鑑みなされたものであって、以下説明
するようなコンクリート護岸工事の法面打設用型枠を提
供して上記従来の諸欠点を解消する目的に出たもので゛
ある。
This invention was made in view of the above, and was aimed at solving the above-mentioned conventional drawbacks by providing a formwork for pouring concrete into a slope for concrete revetment work as described below.

この考案の法面打設用型枠を図面実施例について具体的
に説明すると、1は通気性があり、かつ普通水は通さぬ
が圧力水は僅かずつ滲透通過できる例えばスチレンペー
パー(発泡体)などの細密(気孔0.05〜Q、1mm
)な気孔質層2と、空隙の大きい透水性の例えば段ボー
ルなどの繊維質層3とが合体してなったシートで、その
気孔質層2表面には適宜の剥離剤5が塗布しである。
To explain concretely the formwork for slope pouring of this invention with reference to the drawings and examples, 1 is made of styrene paper (foam), which is breathable and impermeable to normal water, but allows pressure water to seep through little by little. etc. (pores 0.05~Q, 1mm)
) and a water-permeable fibrous layer 3 such as cardboard with large voids, and a suitable release agent 5 is coated on the surface of the porous layer 2. .

つまりこのシート1は獣皮構造のように表面が細密な気
孔質層2とその下に空隙の大きい繊維質層3をもった構
造で、靴皮のように外からの水は入りにくいが、中から
空気は自由に出入する所謂コラーゲン組織と呼ばれる組
織構造と同じような構成となっているものである。
In other words, this sheet 1 has a structure similar to that of animal skin, with a finely porous layer 2 on the surface and a fibrous layer 3 with large voids underneath, and unlike shoe leather, it is difficult for water to enter from the outside, but inside. It has a structure similar to that of a so-called collagen tissue, through which air can freely enter and exit.

そしてこの考案は上記シート1を、その気孔質層2側を
外側にして図面第1,2図のように大型鋼製型枠4の内
面に接着テープなどによって剥脱可能に張設して構成し
た法面打設用型枠である。
In this invention, the sheet 1 is removably stretched on the inner surface of a large steel formwork 4 with adhesive tape or the like, as shown in Figures 1 and 2 of the drawings, with the porous layer 2 side facing outward. This is a formwork for pouring on slopes.

そこでこの考案の法面打設用型枠Aを使用してコンクリ
ート護岸工事を行う場合を図面3,4図について説明す
ると、先ず堤体6の良く転圧した法面6aの上に裏込砂
利7を敷設し、さらにその上にビニールシートなどの埋
殺し型枠8を張設する。
Therefore, to explain the case of carrying out concrete revetment work using the formwork A for slope pouring of this invention with reference to drawings 3 and 4, firstly, on top of the well-compacted slope 6a of the embankment body 6, backfill gravel is poured. 7 is laid, and a fill-in formwork 8 such as a vinyl sheet is further stretched over it.

そして次にその埋殺し型枠8上に適宜間隔を置いて複数
の型材9を配置固定し、その各型材9の上にこの考案の
法面打設用型枠Aを、その張設シート1側を裏側、大型
鋼製型枠4側を表側にして載せ、埋殺し型枠8と法面打
設用型枠Aとの間に形成された所定厚の空間部にコンク
リートを流し込み外枠から振動を与えて表層コンクリー
ト10を打設しながら、順次法面打設用型枠Aをウィン
チなどで引上げて順次表層コンクリート10の打設を行
って行くものである。
Next, a plurality of shapes 9 are arranged and fixed at appropriate intervals on the burying form 8, and the slope pouring form A of this invention is placed on top of each of the shapes 9, and the tension sheet 1 is placed on top of each of the shapes 9. The side of the large steel formwork 4 is placed on the back side and the side of the large steel formwork 4 is placed on the front side, and concrete is poured into the space of a predetermined thickness formed between the burying formwork 8 and the slope pouring formwork A from the outer frame. While applying vibrations and placing the surface concrete 10, the formwork A for slope pouring is successively pulled up with a winch or the like, and the surface concrete 10 is successively placed.

この考案の法面打設用型枠Aは通気性があり、かつ普通
水は通さぬが圧力水は僅かずつ滲透通過できる細密な気
孔質層2と、空隙の大きい透水性の繊維質層3とが合体
してなるシート1を、その気孔質層2を外側にして大型
鋼製型枠4の内面に剥脱可能に張設した構成であるから
、これを使用して上述のような施工を行う際には、シー
ト1の気孔質層2が打設コンクリート面にまた同繊維質
層3が大型鋼製型枠4内面に夫々後するように張設され
ており、コンクリートを打設しバイブレータ−によって
振動をかけると、打設コンクリート中に、発生、介入さ
れている空気は気孔質層2を透過してシート1の繊維質
層3中に逃げるので、表層コンクリート10表面に気泡
やすができないものであると共にプラスチシチ性を有し
ない水が遊離して圧力水となって浮いて来ると、その圧
力水はその圧力で気孔質層2を滲透しながらシート1内
に浸入し、繊維質層3を流れ移動するもので、この圧力
水を取除くことができ、かつセメントと化合している水
はプラスチシチをもっているので圧力がかかつてもシー
ト1内に逃け゛ないもので゛、豆板ができたり、レイタ
ンスができたりすることがない優れた効果がある。
The formwork A for slope pouring of this invention is breathable and has a fine porous layer 2 that does not allow normal water to pass through but allows pressure water to seep through little by little, and a water permeable fibrous layer 3 with large voids. The structure is such that a sheet 1 formed by combining the two is removably stretched over the inner surface of a large steel formwork 4 with its porous layer 2 on the outside. When performing this process, the porous layer 2 of the sheet 1 is stretched on the surface of the concrete to be poured, and the fibrous layer 3 of the sheet 1 is stretched on the inner surface of the large steel formwork 4. - When vibration is applied, the air generated and intervened in the poured concrete passes through the porous layer 2 and escapes into the fibrous layer 3 of the sheet 1, so that no air bubbles or bubbles are formed on the surface of the surface concrete 10. When water that is plastic and does not have plasticity is liberated and floats as pressure water, the pressure water penetrates into the sheet 1 while penetrating the porous layer 2 due to the pressure, and the fibrous layer 3 This pressure water can be removed by flowing and moving, and since the water combined with cement has plasticity, it will not escape into the sheet 1 even if pressure is built up. It has an excellent effect that does not cause laitance.

そしてこのように表層コンクリート10表面部にはすや
豆板及びレイタンスなどができなく綺麗であるので、面
倒な手作業の表面仕上げを行わなくてもよく、省力化、
工期の短縮及び工費の節減などに寄与でき、頗る経済的
であるなどの卓抜した効果がある。
In this way, the surface of the surface concrete 10 is clean and free of slats, laitance, etc., so there is no need for troublesome manual surface finishing, which saves labor.
It can contribute to shortening the construction period and reducing construction costs, and has outstanding effects such as being extremely economical.

またこの考案の法面打設用型枠では、シート1の気孔質
層2表面に剥離性がもたせてあり、がつこのシート1を
大型鋼製型枠4の内面に剥脱可能に張設したものである
から、脱型して移動する時、型枠にコンクリート剥離剤
を塗る必要がなく、シート1を取替えるだけですむので
、脱型後のケレン及び剥離材の塗油の必要がないから作
業が手早く済み、甚だ作業性がよく能率的である効果が
ある。
In addition, in the slope pouring formwork of this invention, the surface of the porous layer 2 of the sheet 1 has releasability, and the sheet 1 is stretched on the inner surface of the large steel formwork 4 in a removable manner. Because it is a concrete type, there is no need to apply concrete release agent to the formwork when demolding and moving it, and it is only necessary to replace sheet 1, so there is no need to clean it after demolding or apply oil for release material. The work can be done quickly and has the effect of being extremely easy to work with and efficient.

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

図面はこの考案の法面打設用型枠の実施例を示すもので
あって、第1図は斜視図、第2図は一部の拡大縦断面図
、第3図はこの考案の型枠を使用してコンクリート護岸
工事に行っている状態の一部縦断の斜視図、第4図は同
上要部の拡大縦断面図である。 1・・・・・・シート、2・・・・・・気孔質層、3・
・・・・・繊維質層、4・・・・・・大型鋼製型枠、5
・・・・・・剥離剤、6・・・・・・堤体、6a・・・
・・・法面、7・・・・・・裏込砂利、8・・・・・・
埋殺し型枠、9・・・・・・型材、10・・・・・・表
層コンクリート、A・・・・・・法面打設用型枠。
The drawings show an example of the formwork for pouring on slopes of this invention, in which Fig. 1 is a perspective view, Fig. 2 is a partially enlarged vertical sectional view, and Fig. 3 is the formwork of this invention. Fig. 4 is an enlarged longitudinal sectional view of the main part of the same. 1...Sheet, 2...Porous layer, 3.
...Fibrous layer, 4...Large steel formwork, 5
...Removal agent, 6 ... Embankment body, 6a ...
...Slope, 7...Backfill gravel, 8...
Filling formwork, 9... Form material, 10... Surface concrete, A... Formwork for pouring on slope.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 通気性があり、かつ普通水は通さぬが圧力水は僅かずつ
滲透通過できる細密な気孔質層2と、空隙の大きい透水
性の繊維質層3とが合体してなり、かつ気孔質層2表面
に剥離性をもたせたシート1を、その気孔質層2側を外
側にして大型鋼製型枠4の内面に剥脱可能に張設してな
るコンクリート護岸工事の法面打設用型枠。
The porous layer 2 is a combination of a fine porous layer 2 that is breathable and does not allow water to pass through, but allows pressure water to seep through little by little, and a water permeable fibrous layer 3 with large voids. This formwork for pouring on a slope for concrete revetment work is made by removably stretching a sheet 1 having a releasable surface onto the inner surface of a large steel formwork 4 with its porous layer 2 side facing outward.
JP2723079U 1979-03-03 1979-03-03 Formwork for pouring on slopes for concrete revetment construction Expired JPS583876Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2723079U JPS583876Y2 (en) 1979-03-03 1979-03-03 Formwork for pouring on slopes for concrete revetment construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2723079U JPS583876Y2 (en) 1979-03-03 1979-03-03 Formwork for pouring on slopes for concrete revetment construction

Publications (2)

Publication Number Publication Date
JPS55126345U JPS55126345U (en) 1980-09-06
JPS583876Y2 true JPS583876Y2 (en) 1983-01-22

Family

ID=28870956

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2723079U Expired JPS583876Y2 (en) 1979-03-03 1979-03-03 Formwork for pouring on slopes for concrete revetment construction

Country Status (1)

Country Link
JP (1) JPS583876Y2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61216929A (en) * 1985-03-19 1986-09-26 Kumagai Gumi Ltd Slope formwork
JPH0647871B2 (en) * 1986-07-15 1994-06-22 鹿島建設株式会社 Formwork
JPH0692692B2 (en) * 1987-09-07 1994-11-16 幹生 杉本 Cushion lining sheet for concrete formwork and weir and concrete formwork
JPH10280688A (en) * 1997-04-10 1998-10-20 Toppan Printing Co Ltd Curing sheet for hydration hardened material
JP6857077B2 (en) * 2017-04-26 2021-04-14 鹿島建設株式会社 Formwork device and concrete placing method using this device

Also Published As

Publication number Publication date
JPS55126345U (en) 1980-09-06

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