JPH0219249B2 - - Google Patents
Info
- Publication number
- JPH0219249B2 JPH0219249B2 JP23181284A JP23181284A JPH0219249B2 JP H0219249 B2 JPH0219249 B2 JP H0219249B2 JP 23181284 A JP23181284 A JP 23181284A JP 23181284 A JP23181284 A JP 23181284A JP H0219249 B2 JPH0219249 B2 JP H0219249B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- slope
- formwork material
- water
- assembled
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 19
- 239000000463 material Substances 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 9
- 239000000853 adhesive Substances 0.000 claims description 6
- 230000001070 adhesive effect Effects 0.000 claims description 6
- 239000012530 fluid Substances 0.000 claims description 5
- 238000002347 injection Methods 0.000 claims description 3
- 239000007924 injection Substances 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 239000002390 adhesive tape Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000002982 water resistant material Substances 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 238000004026 adhesive bonding Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004898 kneading Methods 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、法面保護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つて組立
て耐面形状中空矩形の透孔を有する法枠用型枠材
を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 a method for constructing slope frames constructed for slope protection by folding and assembling plates made of water-resistant materials. This relates to a pouring method that uses a formwork material for legal frameworks that has holes.
(従来の技術)
現在、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10cm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
め倉庫等の保管に面積が多く必要で、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つ
た。(Prior Art) Currently, various types of slope frame materials are used to protect slopes, and their cross-sectional dimensions are generally 10 cm square or larger. 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設置した
後、その中空部にモルタル、コンクリート等の流
動物を注入して重量法面を形成する方法があるが
その型枠材は以前として容量が嵩ばり、保管の問
題解消や輸送コストの低減までには至つていない
のが現状である。(Problem to be solved by the invention) Therefore, since assembling on a slope requires a lot of labor, after the lightweight formwork is assembled and installed on the slope, mortar, concrete, etc. are poured into the hollow part. There is a method of forming a gravimetric slope by injecting animals, but the formwork used for this method is still bulky, and the current situation is that it has not solved storage problems or reduced transportation costs.
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、長さを有する
プラスチツク,ダンボール等の耐水性の板体の少
なくと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つて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間の
面に一定大きさの穴を並列させた板体を現場で組
立てて端面形状中空矩形の透孔を有する型枠材を
形成して使用すれば、上記問題点を解決できると
の結論に達し、本発明に到達した。 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 found that water-resistant materials such as plastic and cardboard having a certain thickness and length were used. A joint for gluing is provided at at least one end of the plate, and there are three rows of score lines along the direction of the joint, and a certain size is provided on the surface between the score lines or the longitudinal ends. It was concluded that the above-mentioned problems could be solved by assembling plates with parallel holes on-site to form a formwork material having transparent holes with hollow rectangular end faces, and thus arrived at the present invention. did.
(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 the problem) 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チツク,ダンボ
ール等の耐水性の板体1の少なくとも一方の端に
接着剤を塗布するか接着テープを貼着した接着部
5を有するのりしろ用接合部4をもうけ、その接
合部の方向にそつて3列のけい線2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3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を有する型枠材を形成する。 At least one end of a water-resistant plate 1 such as plastic or cardboard having a certain thickness and length is provided with an adhesive portion 5 having an adhesive portion 5 coated with adhesive or adhesive tape affixed, The plate body has three rows of groove lines 2 along the direction of the joint, and a number of holes 3 of a certain size are arranged in parallel at the ends of the groove lines and the longitudinal direction or between the groove lines. They are assembled as shown in Figure 2 to form a formwork material having a through hole 3 having a hollow rectangular end face shape.
第1図ののりしろ用接合部4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
合箇所が排水用フランジの機能を有するようにな
る。透孔3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つて絞り出す機能を
有している。 Although the adhesive joint 4 shown in FIG. 1 may be omitted, if it is provided, the joint will function as a drainage flange when assembled as shown in FIG. 2. The through holes 3 have the function of reducing the weight of the formwork material and squeezing out excess water from kneading 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,K字,T字,L
字,E字のジヨイントを用いて格子状に型枠材を
ジヨイントに差しこみ、ボルトナツトを用いて接
続してアンカーで固定する。 The formwork materials explained above are assembled using a generally known method.
Insert formwork materials into the joints in a lattice pattern using E-shaped joints, connect them using bolts and nuts, and secure 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
客土を詰めて植生し、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 a legal framework, and the inside of the legal framework is filled with soil bags or additional soil for vegetation, and the legal framework construction method is completed. Complete.
(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
物を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ものである。(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. Since this is a method of constructing a legal frame by injecting 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、
その重量によつて地山を押える機能を有するが、
本発明によつて構築する法枠は、軽量な端面形状
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
空部にポンプアツ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
て霜柱や凍上によつて法枠が浮き上がつて法枠と
しての土留機能が低下することはなくなつた。 Moreover, the weight method frame for secondary concrete products, etc.
It has the function of holding down the ground due to its weight,
The slope constructed according to the present invention is constructed by assembling and installing lightweight formwork materials with hollow rectangular holes on the slope surface, and then pumping up and injecting fluid into the hollow portion from an appropriate location on the top. As a result, workability is dramatically improved, and since the frame becomes heavy after pouring, it has the same function as a weight method frame to hold down the ground, and prevents the method frame from floating due to frost pillars or frost heaving. Over time, the earth retaining function as a legal framework no longer deteriorated.
又、各面に設けられた透孔によつて、流動物の
混練水の余剰水分が注入圧力によつて速く型枠か
ら絞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つた。 Additionally, due to the through holes provided on each side, the excess moisture in the mixing water of the fluid is quickly squeezed out of the formwork by the injection pressure, reducing the water pressure applied to the formwork material. It is possible to reduce the weight by reducing the wall thickness of the concrete, and since the water-cement ratio is reduced, the curing time is increased, and a high-density, high-strength integrated frame body is obtained, which prevents the joints from breaking and collapsing. It's gone.
さらに本発明は、一定厚さ、長さを有するプラ
スチツク・ダンボー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 mold materials to be formed by easily assembling water-resistant plates such as plastic and cardboard having a certain thickness and length on-site, thereby eliminating the need for storage space as in the past. This results in a significant reduction in transportation costs.
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、3は透
孔、4及び4′は接合部、5は接着部である。
FIG. 1 is a perspective view of a water-resistant plate of the present invention. Second
This figure is a perspective view of a formwork material having a hollow rectangular through hole in the 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, 3 is a through hole, 4 and 4' are joint parts, and 5 is an adhesive part.
Claims (1)
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つて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。1 At least one end of a water-resistant plate having a certain thickness and length is provided with a joint part for the margin, which is coated with adhesive or adhesive tape, and the direction of the joint part is Three rows of crease lines are formed along the longitudinal direction, and a plate body with many holes arranged in parallel between the longitudinal ends and the crease lines or between the crease lines is assembled to form a formwork material having through holes with hollow rectangular end faces. The method uses a formwork material that is characterized in that the formwork material is assembled and installed on a slope, and a fluid material such as mortar or concrete is injected from an appropriate location on the top of the formwork material to construct a slope. Injection method.
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 JPS61130523A (en) | 1986-06-18 |
JPH0219249B2 true 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) |
Families Citing this family (4)
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 |
FR3007952B1 (en) | 2013-07-04 | 2015-07-24 | Oreal | AEROSOL CONTAINING AN EMULSION DEODORANT EQUIPPED WITH A HOLLOW DISTRIBUTION HEAD |
FR3007953B1 (en) | 2013-07-04 | 2015-07-24 | Oreal | AEROSOL ALCOHOLIC DEODORANT EQUIPPED WITH A HOLLOW DISTRIBUTION HEAD |
-
1984
- 1984-11-02 JP JP23181284A patent/JPS61130523A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS61130523A (en) | 1986-06-18 |
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