JPS61130523A - Injection work using formwork - Google Patents

Injection work using formwork

Info

Publication number
JPS61130523A
JPS61130523A JP23181284A JP23181284A JPS61130523A JP S61130523 A JPS61130523 A JP S61130523A JP 23181284 A JP23181284 A JP 23181284A JP 23181284 A JP23181284 A JP 23181284A JP S61130523 A JPS61130523 A JP S61130523A
Authority
JP
Japan
Prior art keywords
formwork
slope
assembled
lines
bonding section
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.)
Granted
Application number
JP23181284A
Other languages
Japanese (ja)
Other versions
JPH0219249B2 (en
Inventor
Hidehiro Obata
秀弘 小畑
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.)
Nisshoku Corp
Original Assignee
Nisshoku Corp
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 Nisshoku Corp filed Critical Nisshoku Corp
Priority to JP23181284A priority Critical patent/JPS61130523A/en
Publication of JPS61130523A publication Critical patent/JPS61130523A/en
Publication of JPH0219249B2 publication Critical patent/JPH0219249B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

Abstract

PURPOSE:To reduce the cost of transportation by eliminating the needs to keep the storing position of formworks by a method in which a bonding section is provided on one end of a form panel plate, three rows of ruled lines are provided in parallel with the bonding section of the form panel, and the perforated form panels are assembled and set on a slope. CONSTITUTION:A bonding section 4 with an adhesive 5 coated or an adhesive tape is provided on at least one end of a water-resistant plate 1, e.g., plastic plate, corrugated cardboard, etc. Three rows of ruled lines 2 are also provided in parallel with the direction of the bonding section 4, and many holes 3 are formed between the lines 2 and the longitudinal ends or between the lines 2. the bonding sections 4 and 4' of the plates 1 are joined with each other on site to assemble a formwork with rectangular cross section of holes 3. Cement mortar is injected from the upper part of the formwork to construct a slope frame. Since the form plates can be assembled on site, the needs to keep the storing place of the form work materials can be eliminated, and the cost of transportation can be reduced.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、沃面保蝕のために施工される法枠の構築にお
いて耐水性材からなる板体を折って組立て耐面形状中空
矩形の透孔を有する法枠用型枠材全使用する注入工法に
係るものであ゛る。
Detailed Description of the Invention (Industrial Field of Application) The present invention is directed to the construction of a framework constructed for surface preservation by folding and assembling plates made of water-resistant material to form a hollow rectangular shape with a surface-resistant shape. This relates to a pouring method that uses all formwork materials for legal frameworks that have through holes.

(従来の技v#) 現在九法面保護のために各種の法枠材が使用されており
、その断面の規格は一般に/ □am角以上の大きさの
ものが使用されることが多い。コンクリート製の場合は
重量物となりかつ容積が嵩ばるため倉庫等の保管に圓積
が多く必要で、現場搬入のための輸送コストも高くなる
という問題があった。
(Conventional Technique v#) Currently, various types of slope frame materials are used to protect nine slopes, and their cross-sectional specifications are generally larger than / □am square. If it is made of concrete, it is heavy and bulky, so it requires a large area for storage in a warehouse or the like, and there is a problem in that the transportation cost for bringing it to the site is also high.

(発明が解決しようとする問題点) そこで斜面上の組立てには多大の労力を必要とするため
、軽量型枠材を法面上で組立て段重した後、その中空部
にモルタル、フンクリ−h 等ノ光動物を注入して重量
法面を形成する方法があるが差、)や枠材、よ以t¥+
1h’pア’J k i15”嵩イブ、保管。問題解消
や輸送コストの低I!j2までには至っていないのカニ
現状である。
(Problem to be solved by the invention) Therefore, since assembly on a slope requires a lot of labor, after assembling lightweight formwork materials on a slope and stacking them in stages, mortar is applied to the hollow part of the formwork. There is a method of forming a heavy slope by injecting isophotonic animals, but there is a difference between ) and frame materials, etc.
1h'p A'J k i15" bulky eve, storage.The current situation is that it has not yet reached the point where the problem has been solved or transportation costs have been reduced.

本発明者は、これら従来の法枠の構築に使用される型枠
材の問題点を解決できる新規な方法について種々検討し
た結果、一定厚さ、長さ金有するプラス牛ツク、ダンボ
ール等の耐水性の板体の少す(トも一方の端にのりしろ
用の接合部をもうけ、その接合部の方向にそって3列の
けい線を有し、そのけい線もしくは長手方向の端部との
閣の面に一定大きさの穴を並列させた板体を現場で組立
As a result of various studies on new methods that can solve the problems of the formwork materials used in the construction of conventional legal frameworks, the inventors of the present invention have found that water-resistant materials such as cowhide, cardboard, etc. A small piece of a flexible plate also has a joint for a gluing margin at one end, has three rows of score lines along the direction of the joint, and connects with the score line or the longitudinal end. A board with holes of a certain size arranged in parallel on the surface of the cabinet is assembled on site.

てて端面形状中空矩形の透孔を有する型枠材を形成して
使用すれは、上記間頭点を解決できるとの結論に達し、
不発明に到達した。
It was concluded that the above-mentioned problem could be solved by forming and using a formwork material having transparent holes with hollow rectangular end faces.
Achieved non-invention.

c問題を解決する為の手段) 本発明の構成を以下図面に基き説明する。(Means to solve problem c) The configuration of the present invention will be explained below based on the drawings.

一定厚さ、長さを有するプラス千ツク、ダンボール等の
耐水性の板体(ハの少なくとも一方の端に朕着剤を塗布
するか接着テープを貼着した接着部(1)を有するのり
しろ用接合部(りをもうけ、その接合部の方向にそって
3列のけいiii!1.21を有し、そのけい線と長手
方向の端部あるいはけい線とけい線の間に一定大きさの
穴C3+を多数並列させた板体を第2図のように組立て
て端面形状中空矩形の透孔(3)全盲する型枠材を形成
する。
A water-resistant board such as a plastic board or cardboard having a certain thickness and length (for adhesives having an adhesive part (1) with adhesive applied or adhesive tape affixed to at least one end of the board) A joint having three rows of grooves iii! A plate body in which a large number of C3+ are arranged in parallel is assembled as shown in FIG. 2 to form a formwork material with a completely blind through hole (3) having a hollow rectangular end face shape.

第1図ののりしろ用接合部(4!lはなくてもよいが設
けておくと第2図のように組立てた場合には接合箇所が
排水用7ランジの機能全盲するようになる。透孔β)は
型枠材を軽量化するとともに流動物の混練余剰水を注入
圧力によって紋り出す機能を有している。
The glue joint (4!l) shown in Figure 1 is not necessary, but if it is provided, when assembled as shown in Figure 2, the joint will completely cover the function of the 7 drainage lunges.Through hole β) has the function of reducing the weight of the formwork material and of squeezing out excess water from mixing the fluid by injection pressure.

以上説明した型枠材を組立てるのは、一般公知の方法で
行うものであり、十字、に字、T字、L字+yb字のジ
ヨイントを用いて格子状に型枠材全ジヨイントに差しこ
み、ボルトナツト7用いて接続してアンカーで固定する
The formwork materials explained above are assembled using a generally known method, and the formwork materials are inserted into all joints in a grid pattern using cross, square, T, and L+YB joints. Connect using bolts and nuts 7 and fix with anchors.

この組立てが完了したならば型枠の上部適宜箇所から流
動性のあるモルタル又はコンクリートを注入して法枠を
構築し、法枠内部に植生土のうや客土を詰めて他生し、
法枠工法が完成する。
Once this assembly is completed, fluid mortar or concrete is injected from the upper part of the formwork to construct the legal frame, and the inside of the legal frame is filled with vegetation soil bags or additional soil to make it grow.
The legal frame construction method is completed.

(発明の効果) 以上のように本発明は、端面形状中空矩形の透孔を有す
る型枠材を法面上で格子状に組立て設置して法枠を形成
したのち、上部適宜箇所より流動物全注入して構築する
法枠工法であるから、高所や急斜面での作業には最適で
あり、重量で一体化された強度のある法枠が形成できる
のである。
(Effects of the Invention) As described above, the present invention comprises forming a slope by assembling and installing formwork materials having through-holes with hollow rectangular end faces in a lattice shape on a slope, and then allowing flow to flow from appropriate locations on the top. Because it is a method of constructing a legal frame by completely pouring it, it is ideal for work at high places or on steep slopes, and it is possible to form a strong legal frame that is integrated by weight.

しかもコンクリート二次製品等の重量法枠は、その重量
によって地山を押える機能を有するが、本発明によって
構築する法枠は、軽量が端面形状中空矩形の透孔を有す
る型枠材を法面上で組立て設置したのち、上部適宜箇所
より流動物をその中空部にポンプアップして注入するた
め、作業性は飛躍的に向上し、注入後は枠体が重量化さ
れるので、重量法枠と同様に地山を押える機能が発生し
て繕柱や凍上によって法枠が浮き上がって法枠としての
土留機能が低下することはなくなった。
Moreover, the weight method frames such as secondary concrete products have the function of holding down the ground by their weight, but the method structure constructed according to the present invention is lightweight, but the formwork materials with hollow rectangular holes in the end face are used to cover the slope. After assembly and installation, the fluid is pumped up and injected from the upper part into the hollow part, which dramatically improves work efficiency, and since the frame becomes heavy after injection, it is possible to use a gravimetric method frame. In the same way, a function to hold down the ground occurred, and the legal framework no longer rose due to maintenance pillars or frost heaving, and the earth retaining function of the legal framework no longer deteriorated.

父、各面に設けられた透孔によって、流動物の混練水の
余剰水分が注入圧力によって速く型枠から紋り出されて
型枠材に加わる水圧が低減するので、型枠材の肉厚を薄
くして軽量化でき、さらに水セメント比が低下するので
硬化時間を進め、高密度、高強度の一体化した法枠体が
得られるので結続部が折損して崩落することはなくなっ
た。
Thanks to the through holes provided on each side, the excess water from the mixing water of the fluid is quickly pushed out of the formwork by the injection pressure, reducing the water pressure applied to the formwork material, which reduces the wall thickness of the formwork material. It can be made thinner and lighter, and since the water-cement ratio is lowered, the curing time is increased, resulting in a high-density, high-strength, integrated legal framework, which prevents joints from breaking and collapsing. .

さらに本発明は、一定厚さ、長さを有するプラス千ツク
、ダンホ゛−ル等の耐水性の板体を現場で簡単に組立て
て型枠材を形成することができるため、従来のように保
管場所をとらず、輸送コストの大巾な低減になるのであ
る。
Furthermore, the present invention allows for forming formwork materials by easily assembling water-resistant plates such as plastic boards and dungeons having a certain thickness and length on-site, so that they can be stored like conventional methods. This saves space and significantly reduces transportation costs.

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

第1図は本発明の耐水性の板体の斜視図。 第2図は第1図の本発明の耐水性の板体を組立てた端面
形状中空矩形の透孔を有する型枠材の斜視図、である。 図中(1)は耐水性の板体、(2)はけい線、 (31
は透孔。 (4Q及び<tAは接合部、(5は接触部である。
FIG. 1 is a perspective view of a water-resistant plate of the present invention. FIG. 2 is a perspective view of a formwork material having a through hole with a hollow rectangular end face shape, into which the water-resistant plate of the present invention shown in FIG. 1 is assembled. In the figure, (1) is a water-resistant plate, (2) is a crease line, (31
is a through hole. (4Q and <tA are joint parts, (5 is a contact part.

Claims (1)

【特許請求の範囲】[Claims] 一定の厚さ、長さを有する耐水性の板体の少くとも一方
の端に、接着剤を塗布するかもしくは接着テープを貼着
したのりしろ用の接合部を設け、該接合部の方向に沿っ
て3列のけい線を形成し、長手方向の端部とけい線ある
いはけい線とけい線の間に穴部を多数並列した板体を組
み立てて端面形状中空矩形の透孔を有する型枠材を作製
し、該型枠材を法面上に組み立て設置し、型枠材の上部
適宜箇所よりモルタル、コンクリート等の流動物を注入
して法枠を構築することを特徴とする型枠材を使用する
注入工法。
At least one end of a water-resistant plate having a certain thickness and length is provided with a joint for a margin coated with adhesive or adhesive tape, and a joint is provided along the direction of the joint. to form three rows of crease lines, and assemble a plate with many holes arranged in parallel between the longitudinal ends and the crease lines or between the crease lines to produce a formwork material having through holes with hollow rectangular end faces. Then, the formwork material is assembled and installed on the slope surface, and a fluid material such as mortar or concrete is injected from an appropriate location on the top of the formwork material to construct the slope. Injection method.
JP23181284A 1984-11-02 1984-11-02 Injection work using formwork Granted JPS61130523A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23181284A JPS61130523A (en) 1984-11-02 1984-11-02 Injection work using formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23181284A JPS61130523A (en) 1984-11-02 1984-11-02 Injection work using formwork

Publications (2)

Publication Number Publication Date
JPS61130523A true JPS61130523A (en) 1986-06-18
JPH0219249B2 JPH0219249B2 (en) 1990-05-01

Family

ID=16929406

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23181284A Granted JPS61130523A (en) 1984-11-02 1984-11-02 Injection work using formwork

Country Status (1)

Country Link
JP (1) JPS61130523A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5120162A (en) * 1990-10-03 1992-06-09 Parker Alton F Building foundation form with integral drain
US5406758A (en) * 1992-11-23 1995-04-18 Baum; Melvin R. Combined form and drian title, and method of using same
US10413036B2 (en) 2013-07-04 2019-09-17 L'oreal Aerosol containing an emulsion deodorant, equipped with a hollow dispensing head
US10640285B2 (en) 2013-07-04 2020-05-05 L'oreal Alcohol deodorant aerosol equipped with a hollow dispensing head

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5120162A (en) * 1990-10-03 1992-06-09 Parker Alton F Building foundation form with integral drain
US5406758A (en) * 1992-11-23 1995-04-18 Baum; Melvin R. Combined form and drian title, and method of using same
US10413036B2 (en) 2013-07-04 2019-09-17 L'oreal Aerosol containing an emulsion deodorant, equipped with a hollow dispensing head
US10640285B2 (en) 2013-07-04 2020-05-05 L'oreal Alcohol deodorant aerosol equipped with a hollow dispensing head

Also Published As

Publication number Publication date
JPH0219249B2 (en) 1990-05-01

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