JP2000319846A - Vegetation and planting method for existing surface portion - Google Patents

Vegetation and planting method for existing surface portion

Info

Publication number
JP2000319846A
JP2000319846A JP11133770A JP13377099A JP2000319846A JP 2000319846 A JP2000319846 A JP 2000319846A JP 11133770 A JP11133770 A JP 11133770A JP 13377099 A JP13377099 A JP 13377099A JP 2000319846 A JP2000319846 A JP 2000319846A
Authority
JP
Japan
Prior art keywords
existing
laid
existing surface
surface portion
mortar
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
Application number
JP11133770A
Other languages
Japanese (ja)
Inventor
Katsuji Tanno
勝治 丹野
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.)
TANKATSU KK
Tankatsu Corp
Original Assignee
TANKATSU KK
Tankatsu 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 TANKATSU KK, Tankatsu Corp filed Critical TANKATSU KK
Priority to JP11133770A priority Critical patent/JP2000319846A/en
Publication of JP2000319846A publication Critical patent/JP2000319846A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a vegetation and planting method for existing surface portions with a short time period and slight labor at a low cost for construction without requiring peel off of existing block bodies or mortar to reconstruct, with respect to the method for vegetating, planting and greening the surfaces of existing revetments or slopes built with mortar or concrete. SOLUTION: A coating treating agent layer 3 is formed to a relevant existing surface portion 1 by spraying water-stop coating treating agent mixed with a waterproof material and silica to the whole of the surfaces of existing surfaced portions built with mortar or concrete to a revetment, slope or the like, a plurality of anchors 4 are placed at predetermined intervals leaving the anchor head portions of a predetermined height at the existing surface portion coated with the relevant coating treating agent layer 3, then cohesive coil 6 is laid until the relevant anchors are hidden in the existing portion, then cohesive soil 6 is laid so as to make the irregular surface of the existing surface portion 1 uniform, metal wire net 2 or the like is tensioned to the surface where the cohesive soil 6 is laid, a borrow material or a thick base material 8 is sprayed to a predetermined thickness thereby covering the whole of the existing surface portion.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、モルタルやコンクリー
トなどにより敷設した既設の護岸や傾斜面の表面を植生
植栽し緑化するための工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for vegetation planting and greening existing revetments and slopes laid with mortar or concrete.

【0002】[0002]

【従来の技術】従来、多くの河川や用水路などの護岸や
傾斜面などはブロック体やコンクリート、モルタル施工
により、その表面を保護することを主眼としてその全体
が覆われている。そして、それらによる施工手段は護岸
や傾斜面を保護するのが目的であるため、降雨時や増水
時には護岸や傾斜面に保水能力がなく、河川や用水路の
水かさが増してしまい河川などが氾濫する要因となって
いた。
2. Description of the Related Art Conventionally, the revetments and slopes of many rivers and irrigation canals have been entirely covered by block bodies, concrete and mortar construction, with the main purpose of protecting the surfaces. And since the purpose of the construction means is to protect the revetment and slopes, the revetment and slopes have no water retention capacity during rainfall or rising water, and the water of rivers and irrigation canals increases and rivers flood. Was a factor.

【0003】また、一方では、護岸や傾斜面などをブロ
ック体やモルタル施工により被覆してしまうため、植物
が繁茂したり、生物が生息できる環境ではなかった。そ
の結果、人間にとっても動植物にとっても水辺の生活環
境としては潤いのある住み良いものではなかった。
On the other hand, since the revetment and slopes are covered with a block body or mortar construction, the environment is not an environment where plants can prosper or organisms can live. As a result, the living environment on the waterside was not a moist and comfortable environment for humans, animals and plants.

【0004】[0004]

【発明が解決しようとする課題】このような、護岸や傾
斜面にブロック体やモルタル施工した既設個所に植物の
植生や植栽を行なうには、いったん施工した既設のブロ
ック体やモルタル等を剥がして施工をしなおす必要があ
り、そのために工事期間や手間と費用がかかるという問
題を有していた。
To perform plant vegetation or planting at an existing location where blocks or mortar has been constructed on seawalls or slopes, the existing block or mortar once constructed must be peeled off. The construction has to be re-performed, which has the problem that the construction period, labor and cost are required.

【0005】[0005]

【課題を解決するための手段】本発明は上記のような欠
点を解消しようとするもので、次のような構成としたも
のである。特許を受けようとする第1の発明は、護岸や
傾斜面等をモルタルやコンクリート等で敷設した既設面
部の表面全体に、防水材と硅砂によって混錬した止水コ
ーティング処理剤を吹付けることにより、当該既設面部
にコーティング処理剤層を形成し、当該コーティング処
理剤層によりコーティングされた既設面部にその頭部が
所定高さの部分が残る程度まで所定間隔を置いて複数本
のアンカーを打設し、このアンカーを打設した既設面部
に当該アンカーが隠れ、かつ既設面部の凹凸面が均一と
なるように粘性土を敷設し、この粘性土を敷設した表面
に金網ネット等を張設して客土又は厚層基材を所定厚に
吹付けて既設面部全体が覆われるようにしたことを特徴
とする既設面部の植生植栽工法である。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned drawbacks, and has the following structure. The first invention to be patented is to spray a waterproofing coating agent mixed with a waterproofing material and silica sand on the entire surface of the existing surface where the revetment and slopes are laid with mortar, concrete, etc. Forming a coating agent layer on the existing surface portion, and placing a plurality of anchors at predetermined intervals until the head of the existing surface portion coated with the coating agent layer has a predetermined height. Then, lay the cohesive soil so that the anchor is hidden on the existing surface portion where the anchor is cast, and the uneven surface of the existing surface portion is uniform, and a wire mesh net or the like is laid on the surface where the cohesive soil is laid. This is a vegetation planting method for the existing surface portion, wherein the soil or the thick layer base material is sprayed to a predetermined thickness so as to cover the entire existing surface portion.

【0006】そのために、モルタルやコンクリート等を
敷設した既設面部を剥がして施工をしなおす必要がな
く、既設面部に植物の植生や植栽を行なうことが容易に
可能となる。
Therefore, it is not necessary to peel off the existing surface on which mortar, concrete, or the like is laid, and to perform the re-installation, and it is possible to easily perform plant vegetation or planting on the existing surface.

【0007】[0007]

【実施例】以下、本発明に係る既設面部の植生植栽工法
について、図面に基いて説明する。図1は既設傾斜面部
に植生植栽工法を施工した状態を示す縦断側面図で、図
2は図1におけるA‐A線断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A vegetation planting method for an existing surface according to the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional side view showing a state in which a vegetation planting method is applied to an existing inclined surface, and FIG. 2 is a sectional view taken along line AA in FIG.

【0008】図において、1は護岸や土手、傾斜面など
の地表面B上にモルタルやコンクリート等で敷設した既
設面部であり、この既設面部1は通常ブロック単位で凸
部2が形成されている。この既設面部1に植生・植栽を
行なう施工面の表面全体にわたって防水材と硅砂によっ
て混錬した止水コーティング処理剤を吹付けることによ
りコーティング処理剤層3を形成する。止水コーティン
グ処理剤に混錬した硅砂は、モルタルやコンクリートの
既設面部1の表面に微細な凹凸部を形成して、後工程で
ある粘性土を敷設した際に、摩擦抵抗があり粘性土が定
着し易く、作業が安全で容易なものとなる。防水材とし
ては珪酸質系塗布防水材等がよい。
In the drawing, reference numeral 1 denotes an existing surface portion laid with mortar, concrete, or the like on a ground surface B such as a seawall, a bank, or an inclined surface, and the existing surface portion 1 is usually formed with a convex portion 2 in block units. . The coating treatment agent layer 3 is formed by spraying the waterproofing treatment agent mixed with a waterproof material and silica sand on the entire surface of the construction surface where vegetation and planting is performed on the existing surface portion 1. Silica sand kneaded with the water-stop coating agent forms fine irregularities on the surface of the existing surface 1 of mortar or concrete, and when the cohesive soil is laid in a later process, the cohesive soil has a frictional resistance. It is easy to settle and the work is safe and easy. As the waterproof material, a silicate-based coated waterproof material or the like is preferable.

【0009】4はアンカーであり、このアンカー4はコ
ーティング処理剤層3によりコーティングされた既設面
部1に所定間隔を置いて複数本が打設されている。アン
カー4の長さは約20cm前後であり、その頭部は逆U
字形状部4aに折曲形成されている。そして、打設に際
してはその頭部である逆U字形状部4aが約5cm前
後、地表面に残る程度に打設されている。
Reference numeral 4 denotes an anchor, and a plurality of the anchors 4 are cast at predetermined intervals on the existing surface 1 coated with the coating agent layer 3. The length of the anchor 4 is about 20 cm and its head is inverted U
It is bent in the character-shaped portion 4a. And, at the time of the casting, the inverted U-shaped portion 4a, which is the head portion, is cast about 5 cm so that it remains on the ground surface.

【0010】5は帯板状に形成された仕切安定材であ
り、その幅は4〜5cm前後であり、その長さは1m8
0cm前後に形成されている。この仕切安定材5は、図
1及び図2に示したように傾斜している既設面部1に対
して直交する長さ方向に設置されている。そして、アン
カー4の頭部である逆U字形状部4aに仕切安定材5を
包持させて、アンカー4と共に打設して設置すれば、仕
切安定材5をアンカー4の打設と同時に設置することが
できると共に、後工程である傾斜している既設面部1に
粘性土を敷設した際、粘性土が流出することがなく施工
が容易となると共に、粘性土を均一に敷設することがで
きる。
Reference numeral 5 denotes a partition stabilizer formed in the shape of a strip, which has a width of about 4 to 5 cm and a length of 1 m8.
It is formed around 0 cm. As shown in FIGS. 1 and 2, the partitioning stabilizer 5 is installed in a length direction orthogonal to the inclined existing surface 1. Then, the partition stabilizer 5 is wrapped around the inverted U-shaped portion 4a, which is the head of the anchor 4, and is placed and installed together with the anchor 4, so that the partition stabilizer 5 is installed simultaneously with the installation of the anchor 4. When the cohesive soil is laid on the inclined existing surface portion 1 which is a subsequent process, the cohesive soil does not flow out, the construction is easy, and the cohesive soil can be laid uniformly. .

【0011】6は粘性土であり、アンカー4や仕切安定
材5を打設した既設面部1の表面に敷設されるものであ
る。この粘性土6は上記の仕切安定材5と共に打設した
アンカー4の頭部が隠れ、かつ既設面部1の凹凸面が均
一となるように敷設する。この場合、仕切安定材5の幅
を基準にして粘性土6を敷設すれば、既設面部1の凹凸
面に例えバラツキがあっても均一に粘性土6を敷設する
ことができる。
Reference numeral 6 denotes a cohesive soil, which is laid on the surface of the existing surface portion 1 on which the anchor 4 and the partition stabilizer 5 have been cast. The viscous soil 6 is laid so that the head of the anchor 4 cast together with the partition stabilizer 5 is hidden and the uneven surface of the existing surface 1 is uniform. In this case, if the viscous soil 6 is laid based on the width of the partition stabilizing material 5, the viscous soil 6 can be laid uniformly even if the uneven surface of the existing surface portion 1 has a variation.

【0012】次にこの粘性土6を敷設した表面に金網ネ
ット7やその他のネット材等を張設し、その上に客土又
は厚層基材8を所定厚に吹付けて施工する。厚層基材8
はその厚さが約3cm前後である。
Next, a wire mesh net 7 or other net material is stretched on the surface on which the viscous soil 6 is laid, and the soil or the thick base material 8 is sprayed thereon to a predetermined thickness. Thick layer substrate 8
Has a thickness of about 3 cm.

【0013】[0013]

【発明の効果】特許を受けようとする第1の発明は、護
岸や傾斜面等をモルタルやコンクリート等で敷設した既
設面部の表面全体に、防水材と硅砂によって混錬した止
水コーティング処理剤を吹付けることにより、当該既設
面部にコーティング処理剤層を形成し、当該コーティン
グ処理剤層によりコーティングされた既設壁面にその頭
部が所定高さの部分が残る程度まで所定間隔を置いて複
数本のアンカーを打設し、このアンカーを打設した既設
面部に当該アンカーが隠れ、かつ既設面部の凹凸面が均
一となるように粘性土を敷設し、この粘性土を敷設した
表面に金網ネット等を張設して所定厚に客土又は厚層基
材を吹付けて既設面部体が覆われるようにしたものであ
る。
The first invention for which a patent is sought is a waterproof coating treatment agent obtained by kneading a waterproofing material and silica sand on the entire surface of an existing surface where a seawall or an inclined surface is laid with mortar, concrete, or the like. To form a coating agent layer on the existing surface, and a plurality of the coating agent layers are spaced at predetermined intervals until the head of the existing wall surface coated with the coating agent layer has a predetermined height. The anchor is hidden, and the anchor is hidden on the existing surface where the anchor is installed, and the clay is laid so that the uneven surface of the existing surface is uniform, and a wire mesh net or the like is laid on the surface on which the clay is laid. Is stretched to spray a soil or a thick layer base material to a predetermined thickness so that the existing surface body is covered.

【0014】したがって、護岸や傾斜面などにモルタル
やコンクリート等を敷設した既設面部を剥がして施工を
しなおす必要がないので、工事期間や手間と費用がかか
ることがなく、既設面部に植物の植生や植栽を行なうこ
とが容易に可能となるという効果を有するものである。
Therefore, it is not necessary to peel off the existing surface on which mortar, concrete, etc. are laid on the revetment or on the slope, and to re-perform the work. And planting can be easily performed.

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

【図1】 本発明に係る既設面部に植生植栽工法を施工
した状態を示す縦断側面図である。
FIG. 1 is a longitudinal sectional side view showing a state where a vegetation planting method is applied to an existing surface according to the present invention.

【図2】 図1におけるA‐A線断面図である。FIG. 2 is a sectional view taken along line AA in FIG.

【符号の説明】[Explanation of symbols]

1 既設面部 3 コーティング処理剤層 4 アンカー 4a 逆U字形状部 5 仕切安定材 6 粘性土 7 金網ネット 8 客土又は厚層基材 DESCRIPTION OF SYMBOLS 1 Existing surface part 3 Coating agent layer 4 Anchor 4a Inverted U-shaped part 5 Partition stabilizer 6 Cohesive soil 7 Wire net 8 Guest soil or thick base material

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 護岸や傾斜面等をモルタルやコンクリー
ト等で敷設した既設面部の表面全体に、防水材と硅砂に
よって混錬した止水コーティング処理剤を吹付けること
により、当該既設面部にコーティング処理剤層を形成
し、当該コーティング処理剤層によりコーティングされ
た既設部面にその頭部が所定高さの部分が残る程度まで
所定間隔を置いて複数本のアンカーを打設し、このアン
カーを打設した既設部面に当該アンカーが隠れ、かつ既
設面部の凹凸面が均一となるように粘性土を敷設し、こ
の粘性土を敷設した表面に金網ネット等を張設して客土
又は厚層基材を所定厚に吹付けて既設面部全体が覆われ
るようにしたことを特徴とする既設面部の植生植栽工
法。
Claims: 1. A water-stop coating agent mixed with a waterproof material and silica sand is sprayed on the entire surface of an existing surface on which revetments or slopes are laid with mortar, concrete, or the like, so that the existing surface is coated. An anchor layer is formed, and a plurality of anchors are placed at predetermined intervals until the head has a predetermined height on the surface of the existing portion coated with the coating agent layer. The clay is laid so that the anchor is hidden on the existing surface and the uneven surface of the existing surface is uniform, and a wire mesh net or the like is stretched on the surface where the clay is laid, and A vegetation planting method for an existing surface portion, wherein a base material is sprayed to a predetermined thickness so as to cover the entire existing surface portion.
JP11133770A 1999-05-14 1999-05-14 Vegetation and planting method for existing surface portion Pending JP2000319846A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11133770A JP2000319846A (en) 1999-05-14 1999-05-14 Vegetation and planting method for existing surface portion

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11133770A JP2000319846A (en) 1999-05-14 1999-05-14 Vegetation and planting method for existing surface portion

Publications (1)

Publication Number Publication Date
JP2000319846A true JP2000319846A (en) 2000-11-21

Family

ID=15112572

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11133770A Pending JP2000319846A (en) 1999-05-14 1999-05-14 Vegetation and planting method for existing surface portion

Country Status (1)

Country Link
JP (1) JP2000319846A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100750385B1 (en) * 2006-09-29 2007-08-27 주식회사 삼안 Gravity type retaining wall install construction
KR100935219B1 (en) * 2009-08-31 2010-01-06 (주)코아텍 Fabrication method for replaceable revetment blocks
CN102953358A (en) * 2012-11-23 2013-03-06 中国水电顾问集团贵阳勘测设计研究院 Method and structure for improving anti-impact structure of overflow surface of gravity dam and improved structure
CN108848729A (en) * 2018-06-06 2018-11-23 中国冶集团有限公司 Soil slope shore protection facade greening system and preparation method thereof
CN108999174A (en) * 2018-09-21 2018-12-14 大连地拓环境科技有限公司 A kind of Ecosystem restoration system to prevent erosion and construction method
CN111663496A (en) * 2020-05-14 2020-09-15 河南省水利第一工程局 Multifunctional reverse-filtering vegetation ecological concrete slope protection structure
CN112049129A (en) * 2020-08-10 2020-12-08 中交三航局第三工程有限公司 Construction method of light slope protection
CN112681225A (en) * 2020-12-15 2021-04-20 浙江世润建创科技发展有限公司 Cast-in-place sheet plain concrete slope protection joint cutting device and construction method

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100750385B1 (en) * 2006-09-29 2007-08-27 주식회사 삼안 Gravity type retaining wall install construction
KR100935219B1 (en) * 2009-08-31 2010-01-06 (주)코아텍 Fabrication method for replaceable revetment blocks
CN102953358A (en) * 2012-11-23 2013-03-06 中国水电顾问集团贵阳勘测设计研究院 Method and structure for improving anti-impact structure of overflow surface of gravity dam and improved structure
CN108848729A (en) * 2018-06-06 2018-11-23 中国冶集团有限公司 Soil slope shore protection facade greening system and preparation method thereof
CN108848729B (en) * 2018-06-06 2021-10-01 中国一冶集团有限公司 Soil slope revetment facade greening system and manufacturing method thereof
CN108999174A (en) * 2018-09-21 2018-12-14 大连地拓环境科技有限公司 A kind of Ecosystem restoration system to prevent erosion and construction method
CN108999174B (en) * 2018-09-21 2020-06-26 大连地拓环境科技有限公司 Ecological restoration system for preventing water and soil loss and construction method
CN111663496A (en) * 2020-05-14 2020-09-15 河南省水利第一工程局 Multifunctional reverse-filtering vegetation ecological concrete slope protection structure
CN112049129A (en) * 2020-08-10 2020-12-08 中交三航局第三工程有限公司 Construction method of light slope protection
CN112681225A (en) * 2020-12-15 2021-04-20 浙江世润建创科技发展有限公司 Cast-in-place sheet plain concrete slope protection joint cutting device and construction method

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