JPS63284322A - Soil dressing spraying method - Google Patents
Soil dressing spraying methodInfo
- Publication number
- JPS63284322A JPS63284322A JP12062687A JP12062687A JPS63284322A JP S63284322 A JPS63284322 A JP S63284322A JP 12062687 A JP12062687 A JP 12062687A JP 12062687 A JP12062687 A JP 12062687A JP S63284322 A JPS63284322 A JP S63284322A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- nozzle
- horse
- tip
- spraying method
- 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.)
- Pending
Links
- 239000002689 soil Substances 0.000 title claims abstract description 54
- 238000005507 spraying Methods 0.000 title claims description 26
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 15
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 2
- 229910052799 carbon Inorganic materials 0.000 claims description 2
- 229910052732 germanium Inorganic materials 0.000 claims description 2
- GNPVGFCGXDBREM-UHFFFAOYSA-N germanium atom Chemical compound [Ge] GNPVGFCGXDBREM-UHFFFAOYSA-N 0.000 claims description 2
- 239000007921 spray Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 6
- 230000032258 transport Effects 0.000 description 6
- 239000003337 fertilizer Substances 0.000 description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000839 emulsion Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000003608 fece Anatomy 0.000 description 2
- 239000003112 inhibitor Substances 0.000 description 2
- 238000002347 injection Methods 0.000 description 2
- 239000007924 injection Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 241000287828 Gallus gallus Species 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- KWYUFKZDYYNOTN-UHFFFAOYSA-M Potassium hydroxide Chemical compound [OH-].[K+] KWYUFKZDYYNOTN-UHFFFAOYSA-M 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- 239000000292 calcium oxide Substances 0.000 description 1
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000002361 compost Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 229910052757 nitrogen Inorganic materials 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 229940072033 potash Drugs 0.000 description 1
- BWHMMNNQKKPAPP-UHFFFAOYSA-L potassium carbonate Substances [K+].[K+].[O-]C([O-])=O BWHMMNNQKKPAPP-UHFFFAOYSA-L 0.000 description 1
- 235000015320 potassium carbonate Nutrition 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は一般に客土吹付工法に関する。特にこの工法は
、山林、通路を切り開いたときに生ずるのり面(法面)
を保護し、かつ緑化するための客土吹付工法に適してい
るが、これに限定されるものではない。DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention generally relates to a soil spraying method. In particular, this construction method is suitable for mountain forests, slopes created when paths are cut, etc.
It is suitable for the soil spraying method for protecting and greening trees, but is not limited to this method.
[従来の技術]
のり面を保護し、緑化する客土吹付工法として現在、知
られている技術は次のようなものである。[Conventional technology] The following are currently known techniques for spraying soil to protect and revegetate slopes.
即ち、シータ、ミニクリートなどの客土吹付機で種子、
肥料、土地、水などを混合したものを圧縮空気などによ
ってのり面に1〜5cmの厚さに吹付けたのち、アスフ
ァルト乳剤などの高分子浸蝕防止剤を散布して養生する
方法である。降雨、凍結に備えて金網張り工法と組み合
せるのが普通である。In other words, seeds are grown using a soil spraying machine such as Theta or Minicrete.
In this method, a mixture of fertilizer, soil, water, etc. is sprayed onto the slope to a thickness of 1 to 5 cm using compressed air, and then a polymeric corrosion inhibitor such as asphalt emulsion is sprayed and cured. It is usually combined with a wire mesh construction method in preparation for rain and freezing.
[発明が解決しようとする問題点]
モルタル吹付機からホースを通してノズル先端に泥状の
土壌を圧送し、のり面に吹付けるのは、非常に難しい技
術でおる。[Problems to be Solved by the Invention] It is a very difficult technique to pump muddy soil from a mortar sprayer through a hose to the tip of a nozzle and spray it onto a slope.
泥土中の水分が多いとホースを圧送するのに高圧を要し
、ノズルから高圧空気が間欠的に噴出するためその反動
でノズルが動揺して支持できない。If there is a lot of water in the mud, high pressure is required to pump the hose, and high-pressure air is intermittently ejected from the nozzle, causing the nozzle to shake and become unsupported.
また、モルタル吹付機からホース先端までの泥土の圧送
は抵抗が大きいので、困難でおる。この圧送のためには
非常に高価な客土吹付機を必要とする。さらに現在の吹
付技術では吹付面が安定せず、降雨で流れ落ちてしまう
。前記したように金網張り工法と併用するのであるが、
それでも客土の流失を避けることができない。In addition, it is difficult to pump the mud from the mortar sprayer to the end of the hose because of the large resistance. This pressure feeding requires a very expensive soil spraying machine. Furthermore, with current spraying technology, the spray surface is not stable and can be washed away by rain. As mentioned above, it is used in conjunction with the wire mesh method,
Even so, the loss of land cannot be avoided.
乾燥した土壌を搬送及び吹付けることはできるるか、吹
付後ざらに水を散布する必要があり、また吹付面があま
りにも固すぎて、種子が発芽しなかったり、発芽しても
成育が劣る。Is it possible to transport and spray dry soil? It is necessary to sprinkle water after spraying, and the spraying surface is too hard, so the seeds may not germinate or have poor growth even if they germinate. .
また、砂成分の多い客土は、降雨により流失してしまう
ことが多い。Additionally, soil with a high sand content is often washed away by rainfall.
本発明は前記問題点に鑑みて行なわれたもので、高価な
客土吹付機を使用することなく、現在のモルタル吹付機
を使用して、適当な柔かさの泥状土壌をのり面に吹付け
る工法を提供することを目的とする。The present invention was made in view of the above-mentioned problems, and uses a current mortar spraying machine to spray muddy soil of appropriate softness onto the slope without using an expensive soil spraying machine. The purpose is to provide a construction method for attaching.
[問題点を解決するための手段]
本発明の客土吹付工法は、モルタル吹付機から圧縮空気
によってホース先端のノズルまで土mを搬送すると共に
、このホースのノズル先端から20mまでの間で搬送ホ
ース中の土壌に給水することを特徴とする。[Means for Solving the Problems] The soil spraying method of the present invention transports soil from a mortar sprayer to a nozzle at the end of a hose using compressed air, and also transports soil within 20 meters from the nozzle end of this hose. It is characterized by supplying water to the soil in the hose.
以下、添附図面を参照しながら、本発明の好ましい実施
態様を説明する。Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.
第1図は、本発明に係る工法に使用する装置の配置概略
図である。FIG. 1 is a schematic diagram of the arrangement of equipment used in the construction method according to the present invention.
これらの装置のそれぞれは、従来のモルタル、コンクリ
ート吹付技術で使用するものとほぼ同じである。Each of these devices is nearly identical to that used in traditional mortar and concrete spraying techniques.
まず、コンプレッサ1で圧縮空気を作り出す。First, the compressor 1 produces compressed air.
モルタル吹付機2に装入した乾燥土壌をこの圧縮空気で
のり面現場のホース先端の位置まで搬送ホース4で搬送
する。乾燥土壌は、工事現場で発生したものをふるいで
選別して良質土とし、ざらに必要に応じて、肥料、種子
などを混入して使用すればよい。The dry soil charged into the mortar spraying machine 2 is transported by the transport hose 4 to the position of the hose tip at the slope site using this compressed air. Dry soil generated at construction sites can be sieved to obtain high-quality soil, and then used by mixing fertilizer, seeds, etc. into the sieve as needed.
肥料としては、通常成分(窒素、カリ、燐、酸化ケイサ
ン、酸化鉄、酸化カルシウム、マンガン)などの他、ゲ
ルマニウム、炭素を配合することが好ましい。また、牛
糞、鶏糞などの堆肥も配合することが好ましい。The fertilizer preferably contains germanium and carbon in addition to the usual ingredients (nitrogen, potash, phosphorus, silica oxide, iron oxide, calcium oxide, manganese), etc. It is also preferable to include compost such as cow dung or chicken dung.
モルタル吹付機2から現場までの距離は、20mホース
を3〜5本使用して、60〜100m位になるのが普通
である。搬送ホース4の太さは、直径42mmのものが
一般的である。現場で、作業員5がホース先端のノズル
6をのり面7に向けると、土壌8はノズル6からのり面
7に噴射され客土となる。The distance from the mortar spraying machine 2 to the site is usually about 60 to 100 m using three to five 20 m hoses. The thickness of the transport hose 4 is generally 42 mm in diameter. At the site, when the worker 5 points the nozzle 6 at the end of the hose toward the slope 7, the soil 8 is sprayed from the nozzle 6 onto the slope 7 and becomes soil.
客土の厚さは必要に応じて選ぶことができるが、一般に
1〜10cm程度である。The thickness of the soil can be selected as required, but is generally about 1 to 10 cm.
土壌噴射前には、のり面7に吹付圧に応じて金網9を敷
設しておくことが客土の安定性を増す上で好ましい。Before soil injection, it is preferable to lay a wire mesh 9 on the slope surface 7 according to the spraying pressure in order to increase the stability of the soil.
土壌噴射後で、従来技術と同様に、アスファルト乳剤な
どの高分子浸蝕防止剤を散布してもよいが、通常はその
必要がない。After soil injection, a polymeric erosion inhibitor such as an asphalt emulsion may be applied, as in the prior art, but this is usually not necessary.
本発明が従来技術と基本的に相違するのは、給水位置で
ある。従来技術では、水はモルタル吹付機内の土壌に混
入され、泥状でホース中を圧送される。The fundamental difference between the present invention and the prior art is the water supply location. In the prior art, water is mixed with the soil in a mortar sprayer and pumped through a hose in the form of a slurry.
本発明では、前記したとおり、給水は、ホース先端のノ
ズル先端から20mまでの間の搬送ホースにおいて行な
われる。好ましくは、給水位置は、ノズル先端から1〜
Ionであり、より好ましくは、2〜5mである。一般
にノズルから近すぎると、土壌と水の混合が不十分とな
り、達すざると、泥状土壌を長距離圧送することになり
、従来技術で説明した問題点が出てくる。In the present invention, as described above, water is supplied to the conveying hose within 20 m from the nozzle tip at the hose tip. Preferably, the water supply position is from 1 to 1 from the nozzle tip.
ion, more preferably 2 to 5 m. In general, if it is too close to the nozzle, the soil and water will not mix sufficiently, and if it is not reached, the muddy soil will have to be pumped over a long distance, causing the problems described in the prior art.
好ましくは、給水のために第2〜4図に示すような枝付
き連結管10,11.12を使用する。Preferably, branched connecting pipes 10, 11, 12 as shown in FIGS. 2-4 are used for water supply.
本体管部分13,14.15は、土壌の搬送に使用し、
枝管16,17,18は、給水に使用する。The main body pipe parts 13, 14, and 15 are used for conveying soil,
Branch pipes 16, 17, and 18 are used for water supply.
枝の数をふやしく第4図の枝19)、水だけでなく、圧
縮空気をここから補給してもよい。また、枝管は、本体
管内の土壌の流れを阻害しないように、取付角度を工夫
することが好ましい。即ち、第2図に示すように、本体
管13を非直線に形成し、水を接続ホースの軸線方向に
向けたり、第3゜4図に示すように、本体管管壁に沿っ
て螺旋流を生ずるような角度に枝管16.17.18を
とりつけることが好ましい。By increasing the number of branches (branch 19 in Fig. 4), not only water but also compressed air may be supplied from there. Further, it is preferable that the installation angle of the branch pipes is adjusted so as not to obstruct the flow of soil within the main pipe. That is, as shown in Fig. 2, the main pipe 13 is formed non-linearly to direct the water in the axial direction of the connecting hose, or as shown in Figs. Preferably, the branch pipes 16, 17, 18 are installed at an angle that results in the following.
給水は、前記範囲内である限り、1箇所でもよいし、数
箇所で行なってもよい。Water may be supplied at one location or at several locations as long as it is within the above range.
給水する水量は、噴射土壌の固さ・柔かさをみながら、
給水ポンプ20の給水弁を調節することにより、増減さ
せることができる。The amount of water to be supplied is determined based on the hardness and softness of the soil being sprayed.
It can be increased or decreased by adjusting the water supply valve of the water supply pump 20.
供給すべき水の中には、保水剤、粘結剤、接合剤、肥料
などを予め混入しておくことができる。A water retention agent, a binder, a binder, a fertilizer, etc. can be mixed in advance into the water to be supplied.
[発明の作用及び効果]
本発明によれば、乾燥土壌と、水との混入はノズルの近
くで行なわれるので、搬送の抵抗が少なく、したがって
、特別な客土吹付機を用いずに、現在のモルタル吹付機
を使用して簡単に泥状の客土を吹付けることができる。[Operations and Effects of the Invention] According to the present invention, since the dry soil and water are mixed near the nozzle, there is little resistance to conveying the soil, and therefore, the present invention can be carried out without using a special soil spraying machine. You can easily spray muddy soil using a mortar spraying machine.
[実施例]
三重県内の山林で前記諸装置を使用して、のり面7に客
土を吹付ける工事を行なった。のり面7には予め金網8
を敷設しておいた。土壌は、現場で発生したものをふる
いで選別し小石を除去し、ざらに肥料・種子を混入して
用いた。[Example] Construction work was carried out in which soil was sprayed onto the slope 7 using the various devices described above in a mountain forest in Mie Prefecture. A wire mesh 8 is placed on the slope surface 7 in advance.
was installed. The soil was collected on site, sieved to remove pebbles, and mixed with fertilizer and seeds.
モルタル吹付機2から現場までの距離は約60mであっ
た。給水位置は、ホース先端のノズル6先端から5mの
位置であった。給水のために、第2図に示す形状の連結
管10を使用した。連結管本体管13の直径は、42m
m1枝管16の直径は6mmであった。The distance from mortar sprayer 2 to the site was approximately 60 m. The water supply position was 5 m from the tip of the nozzle 6 at the tip of the hose. A connecting pipe 10 having the shape shown in FIG. 2 was used for water supply. The diameter of the connecting pipe main body pipe 13 is 42 m.
The diameter of the m1 branch pipe 16 was 6 mm.
給水水量を加減しながら、土壌をのり面7に吹付けた。Soil was sprayed onto the slope surface 7 while adjusting the amount of water supplied.
吹付面は、適当なやわらかさの泥状でめった。The sprayed surface was muddy and had a suitable softness.
吹付工事のあとで、10日間に2回降雨があったが、客
土は流失しなかった。After the spraying work, it rained twice in 10 days, but the soil was not washed away.
工事後、10目には、野草が客土を破って芽を出した。Ten days after construction, wildflowers broke through the soil and sprouted.
また、客土の所々で小さなヒビ割れ(クラック)が発生
した。このヒビ割れは、適当な柔かさの土壌が安定的に
吹付けられた証拠であり、非常に好ましいものである。In addition, small cracks appeared in some places on the soil. These cracks are evidence that soil of appropriate softness has been stably sprayed, and are very desirable.
第1図は、本発明に係る工法に使用する装置の配置概略
図である。
第2〜4図は給水のために使用する枝付き連結管3種類
の斜視図である。
2・・・モルタル吹付機
4・・・搬送ホース
6・・φホースのノズルFIG. 1 is a schematic diagram of the arrangement of equipment used in the construction method according to the present invention. Figures 2 to 4 are perspective views of three types of branched connecting pipes used for water supply. 2...Mortar spray machine 4...Transport hose 6...φ hose nozzle
Claims (1)
(4)先端のノズル(6)まで土壌を搬送すると共に、
このノズル(6)先端から20mまでの間で搬送ホース
(4)中の土壌に給水することを特徴とする客土吹付工
法。 2、搬送ホースのノズル(6)先端から1〜10mの間
で給水する特許請求の範囲第1項記載の客土吹付工法。 3、給水に枝付き連結管(10、11、12)を使用す
る特許請求の範囲第1項または第2項記載の客土吹付工
法。 4、枝管(16、17、18)からの給水方向が本体管
(13、14、15)の土壌の流れを阻害しないように
傾けられている特許請求の範囲第1項ないし第3項のう
ちいずれか1項に記載の客土吹付工法。 5、客土吹付に先だつてのり面(7)に金網(9)を敷
設する特許請求の範囲第1項ないし第4項のうちいずれ
か1項に記載の客土吹付工法。 6、吹付ける土壌中にゲルマニウム及び炭素を配合した
特許請求の範囲第1項ないし第5項のうちいずれか1項
に記載の客土吹付工法。[Claims] 1. Transporting soil from a mortar sprayer (2) to a nozzle (6) at the tip of a hose (4) by compressed air,
This soil spraying method is characterized by supplying water to the soil in the conveying hose (4) up to 20 meters from the tip of the nozzle (6). 2. The soil spraying method according to claim 1, wherein water is supplied between 1 and 10 meters from the tip of the nozzle (6) of the conveying hose. 3. The soil spraying method according to claim 1 or 2, which uses branched connecting pipes (10, 11, 12) for water supply. 4. The water supply direction from the branch pipes (16, 17, 18) is inclined so as not to obstruct the flow of soil in the main pipe (13, 14, 15). The soil spraying method described in any one of these. 5. The soil spraying method according to any one of claims 1 to 4, wherein a wire mesh (9) is laid on the slope (7) prior to soil spraying. 6. The soil spraying method according to any one of claims 1 to 5, wherein germanium and carbon are mixed in the soil to be sprayed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12062687A JPS63284322A (en) | 1987-05-18 | 1987-05-18 | Soil dressing spraying method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12062687A JPS63284322A (en) | 1987-05-18 | 1987-05-18 | Soil dressing spraying method |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS63284322A true JPS63284322A (en) | 1988-11-21 |
Family
ID=14790882
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12062687A Pending JPS63284322A (en) | 1987-05-18 | 1987-05-18 | Soil dressing spraying method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS63284322A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51129763A (en) * | 1974-08-02 | 1976-11-11 | Chiyokichi Iizuka | Plant growth control agent |
JPS57138319A (en) * | 1981-02-14 | 1982-08-26 | Tokai Bosai Kk | Plant growing earth brought from another place and mixed in soil |
JPS61155558A (en) * | 1984-12-27 | 1986-07-15 | 大成建設株式会社 | Spray construction method of concrete |
-
1987
- 1987-05-18 JP JP12062687A patent/JPS63284322A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51129763A (en) * | 1974-08-02 | 1976-11-11 | Chiyokichi Iizuka | Plant growth control agent |
JPS57138319A (en) * | 1981-02-14 | 1982-08-26 | Tokai Bosai Kk | Plant growing earth brought from another place and mixed in soil |
JPS61155558A (en) * | 1984-12-27 | 1986-07-15 | 大成建設株式会社 | Spray construction method of concrete |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
KR100631380B1 (en) | Method for building compound tree planting soil including strong fiber for ecological restoration in slanting surface | |
JPS63284322A (en) | Soil dressing spraying method | |
US3600852A (en) | Hardenable plant-seed-containing compositions and method for establishing plant growth | |
US3643442A (en) | Agriculture irrigating method | |
CN109235463A (en) | A kind of device and method of abandoned quarry side slope quick ecological reparation | |
KR100334258B1 (en) | A method for making the green using grass distributer | |
JP2022039899A (en) | Slope land weed proof construction method | |
JP5174393B2 (en) | Slope construction method using degradable packaging bags | |
JP2002281820A (en) | Greening construction method using plant trophozoite | |
JP4330587B2 (en) | Slope greening method | |
JP3513464B2 (en) | Spraying method of vegetation base material and its equipment | |
KR100220974B1 (en) | Bed soil for seeding grass and method of construction using the same | |
JP3343710B2 (en) | Vegetation base spraying method | |
JPS61254719A (en) | Greenery work for slope by spraying of water-permeable concrete | |
JP2003129481A (en) | Method of greening concrete surface and greened concrete surface | |
JPH025849B2 (en) | ||
JP2002218839A (en) | Base material for vegetation and greening method | |
JPS6221937B2 (en) | ||
JPH0753996B2 (en) | Planting material and planting method | |
JP3539614B2 (en) | Method of forming plant growth base | |
JP4494757B2 (en) | Ground protection and tree planting method | |
JP2003301463A (en) | Forming method of vegetation rearing base and device thereof | |
JP2003082673A (en) | Structural body for face of slope and its working method | |
JPS6231885B2 (en) | ||
JPS59233023A (en) | Stabilization work of ground's surface layer |