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JPH0742704B2 - Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method - Google Patents
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JPH0742704B2 - Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method - Google Patents

Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method

Info

Publication number
JPH0742704B2
JPH0742704B2 JP64000131A JP13189A JPH0742704B2 JP H0742704 B2 JPH0742704 B2 JP H0742704B2 JP 64000131 A JP64000131 A JP 64000131A JP 13189 A JP13189 A JP 13189A JP H0742704 B2 JPH0742704 B2 JP H0742704B2
Authority
JP
Japan
Prior art keywords
sand
reinforced
fertilizer
nozzle
water
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 - Fee Related
Application number
JP64000131A
Other languages
Japanese (ja)
Other versions
JPH02183016A (en
Inventor
茂一 堀家
覚博 中山
朝之 高安
裕康 北山
成郎 北原
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.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
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 Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP64000131A priority Critical patent/JPH0742704B2/en
Publication of JPH02183016A publication Critical patent/JPH02183016A/en
Publication of JPH0742704B2 publication Critical patent/JPH0742704B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、堤防や擁壁等の傾斜面を補強して緑化する
場合に採用する肥料含有保水性補強地層の施工法に関す
るものである。
Description: TECHNICAL FIELD The present invention relates to a method for constructing a fertilizer-containing water retention reinforced stratum that is used when greening by reinforcing an inclined surface such as an embankment or a retaining wall.

〔従来の技術〕[Conventional technology]

従来、堤防や擁壁等の傾斜面を補強する工法として、被
補強斜面に砂と連続長繊維とを吹付けて、砂および長繊
維の混合材からなる補強地層を形成する工法が知られて
いる。
Conventionally, as a construction method for reinforcing an inclined surface such as an embankment or a retaining wall, a construction method has been known in which sand and continuous long fibers are sprayed on a slope to be reinforced to form a reinforced stratum composed of a mixture of sand and long fibers. There is.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

近年、堤防や擁壁等の傾斜面の環境保全および景観対策
として、緑化を施すことが望まれている。しかし、単に
砂と連続長繊維だけを吹付けて構成した補強地層の場合
は、植物の生育に必要な栄養物および保水性がないの
で、植物の植生が不充分である。
In recent years, greening has been desired as a measure for environmental protection and landscape of slopes such as levees and retaining walls. However, in the case of a reinforced formation formed by simply spraying only sand and continuous filaments, the vegetation of the plant is insufficient because it lacks the nutrients and water retention necessary for plant growth.

この発明は、植物の生育に必要な栄養物および保水性を
有する傾斜面補強緑化用肥料含有保水性補強地層および
その施工法を提供することを目的とするものである。
An object of the present invention is to provide a water retention reinforced formation containing a fertilizer for slope reinforced greening, which has nutrients and water retention necessary for plant growth, and a construction method thereof.

〔課題を解決するための手段〕[Means for Solving the Problems]

前記目的を達成するために、この発明の傾斜面補強緑化
用肥料含有保水性補強地層の施工法においては、自走式
車輛6に搭載された砂噴射ノズル27を円錐状に旋回させ
ながら、傾斜面に砂1を連続して吹付け、かつ自走式車
輛6におけるブーム構成部材に設けられた繊維ガイド孔
を有する繊維ガイド部材により連続長繊維2を供給ガイ
ドし、かつ前記自走式車輛6におけるブーム構成部材16
の先端側に設けられた揺動されるノズル支持部材39に取
付けられた噴射ノズル50から、連続長繊維2を砂吹付部
に向かって噴射して補強地層3を形成し、この補強地層
3の表面に、自走式車輛6に搭載された土壌改良材吹付
ノズル72から砂,保水材および肥料の混合材からなる土
壌改良材を吹付けて肥料保水材含有土層4を形成する傾
斜面補強緑化用肥料含有保水性補強地層の施工法を第1
発明とし、自走式車輛6に搭載された砂噴射ノズル27を
円錐状に旋回させながら、傾斜面に砂1を連続して吹付
けると共に、その砂吹付部に向かって前記自走式車輛6
に設けられた噴射ノズル50から、連続長繊維2を噴射し
て補強地層3を形成し、その補強地層3の表面に砂,保
水材および肥料の混合材を吹付けて、肥料保水材含有土
層4を形成する傾斜面補強緑化用肥料含有保水性補強地
層を第2発明とするものである。
In order to achieve the above-mentioned object, in the method for constructing a water-retaining reinforced formation containing a fertilizer for sloping surface reinforced greening of the present invention, the sand injection nozzle 27 mounted on the self-propelled vehicle 6 is rotated conically while tilting. The sand 1 is continuously sprayed on the surface, and continuous long fibers 2 are supplied and guided by a fiber guide member having a fiber guide hole provided in a boom constituent member of the self-propelled vehicle 6, and the self-propelled vehicle 6 is also provided. Boom components in 16
The continuous long fibers 2 are jetted toward the sand spraying portion from the jet nozzle 50 attached to the oscillating nozzle support member 39 provided on the tip end side of the reinforcing base layer 3 to form the reinforcing base layer 3. On the surface, a soil improving agent consisting of a mixture of sand, water retaining material and fertilizer is sprayed from a soil improving agent spraying nozzle 72 mounted on a self-propelled vehicle 6 to form a fertilizer water retaining material-containing soil layer 4 for reinforcing a sloped surface. First construction method of water retention reinforced formation containing fertilizer for greening
As an invention, while the sand jet nozzle 27 mounted on the self-propelled vehicle 6 is conically rotated, the sand 1 is continuously sprayed on the inclined surface, and the self-propelled vehicle 6 is directed toward the sand spray part.
The continuous long fibers 2 are jetted from the jet nozzle 50 provided in the above to form the reinforcing ground layer 3, and the mixed material of sand, water retention material and fertilizer is sprayed on the surface of the reinforcement ground layer 3, and the soil containing fertilizer water retention material is sprayed. A second aspect of the present invention is a fertilizer-containing water-holding reinforced stratum for sloping surface reinforced greening forming layer 4.

〔実施例〕〔Example〕

次にこの発明を図示の例によって詳細に説明する。 The present invention will now be described in detail with reference to the illustrated example.

第1図ないし第12図はこの発明を実施する場合に使用で
きる肥料含有保水性補強地層施工装置を示すものであっ
て、無限軌道5および走行用駆動装置を備えている自走
式車輛6のフレーム7に、旋回用駆動装置により旋回さ
れる旋回台8が取付けられ、その旋回台8に運転室9が
固定されると共に、第1ブーム構成部材10の基端部が旋
回8に対し横軸11により枢着され、かつ第1ブーム構成
部材10の中間部と旋回台8とはブーム俯仰用液圧シリン
ダ12を介して連結され、前記第1ブーム構成部材10の先
端部に第2ブーム構成部材13の基端側部分が横軸14によ
り枢着されると共に、第2ブーム構成部材13の基端部と
第1ブーム構成部材10とがブーム屈伸用液圧シリンダ15
を介して連結され、さらに第2ブーム構成部材13の先端
部に第3ブーム構成部材16の基端部が横軸17により枢着
され、第2ブーム構成部材13の先端側部分にリンク18の
一端部が枢着されると共に第3ブーム構成部材16の中間
部にリンク19の一端部が枢着され、各リンク18,19の他
端部と第2ブーム構成部材13の中間部とはブーム屈伸用
液圧シリンダ20を介して連結され、前記第1ブーム構成
部材10,第2ブーム構成部材13および第3ブーム構成部
材16とブーム屈伸用液圧シリンダ15,20とリンク18,19と
により屈折式ブーム21が構成されている。
1 to 12 show a fertilizer-containing water retention reinforced stratum construction device that can be used when the present invention is carried out, showing a self-propelled vehicle 6 equipped with an endless track 5 and a drive device for traveling. A swivel base 8 swiveled by a swivel drive device is attached to the frame 7, a driver's cab 9 is fixed to the swivel base 8, and the base end of the first boom component member 10 is abscissa relative to the swivel 8. The first boom constituting member 10 is pivotally attached to the middle portion of the first boom constituting member 10 and the swivel base 8 are connected to each other via a boom elevation hydraulic cylinder 12, and the first boom constituting member 10 has a second boom forming portion at the tip thereof. The base end side portion of the member 13 is pivotally attached by the horizontal shaft 14, and the base end portion of the second boom component member 13 and the first boom component member 10 are boom bending / extending hydraulic cylinders 15.
Further, the base end portion of the third boom component member 16 is pivotally attached to the tip end portion of the second boom component member 13 by the horizontal shaft 17, and the link 18 is attached to the tip end side portion of the second boom component member 13. One end of the link 19 is pivotally attached to one end of the third boom component 16, and one end of the link 19 is pivotally attached to the middle of the third boom component 16. The other end of each link 18, 19 and the intermediate portion of the second boom component 13 are booms. The first and second boom component members 10, the second boom component member 13 and the third boom component member 16, the boom bending and extension hydraulic cylinders 15 and 20, and the links 18 and 19 are connected to each other via the bending and extension hydraulic cylinder 20. A refraction boom 21 is configured.

前記屈折式ブーム21における第3ブーム構成部材16の先
端部に、支持アーム22の基端部に固定された縦軸23が回
動自在に嵌設され、かつ第3ブーム構成部材16の先端部
に固定された液圧モータからなるアーム旋回用駆動装置
24の回転軸は前記縦軸23に連結され、支持アーム22の先
端下部に下向き開口箱状のケース25が固定され、ホース
からなる可撓管26は前記支持アーム22の先端部とケース
25とに挿通され、可撓管26の上端部に固定されたフラン
ジは支持アーム22の上部に固定され、さらに前記可撓管
26の下端部に金属管からなる砂噴射ノズル27の上端部が
継手28により着脱自在に連結されている。
A vertical axis 23 fixed to a base end portion of a support arm 22 is rotatably fitted to a tip end portion of a third boom component member 16 of the bending boom 21, and a tip end portion of the third boom component member 16 is provided. Drive device for arm rotation consisting of hydraulic motor fixed to the arm
A rotating shaft of 24 is connected to the vertical axis 23, a downward opening box-shaped case 25 is fixed to the lower end of the tip of the support arm 22, and a flexible tube 26 made of a hose is provided at the tip of the support arm 22 and the case.
The flange fixed to the upper end of the flexible tube 26 is fixed to the upper part of the support arm 22.
An upper end of a sand jet nozzle 27 made of a metal pipe is detachably connected to a lower end of 26 by a joint 28.

前記砂噴射ノズル27は旋回部材29の透孔30に挿通され、
かつ液圧モータからなるノズル旋回用駆動装置31は、前
記可撓管26の一側部においてケース25に固定され、前記
ノズル旋回用駆動装置31の回転軸にクランク形駆動軸32
の上端部が固定され、そのクランク形駆動軸32と同一偏
心量のクランク形従動軸33の上端部は、前記可撓管26の
他側部においてケース25に回動自在に嵌設され、かつク
ランク形駆動軸32およびクランク形従動軸33の下端部は
前記旋回部材29に回動自在に嵌設され、さらにクランク
形駆動軸32およびクランク形従動軸33の下端部には、旋
回部材脱落防止用支承部材34が着脱自在に取付けられ、
前記ノズル旋回用駆動装置31を運転すると、旋回部材29
が旋回されると共に、その旋回部材29により砂噴射ノズ
ル27が円錐状に旋回される。
The sand jet nozzle 27 is inserted into the through hole 30 of the turning member 29,
A nozzle swiveling drive device 31 composed of a hydraulic motor is fixed to the case 25 at one side of the flexible tube 26, and a crank type drive shaft 32 is attached to a rotary shaft of the nozzle swiveling drive device 31.
The upper end of the crank type driven shaft 33 having the same eccentric amount as the crank type drive shaft 32 is fixed to the case 25 on the other side of the flexible tube 26 so as to be rotatable. The lower ends of the crank type drive shaft 32 and the crank type driven shaft 33 are rotatably fitted to the swivel member 29, and the swivel members are prevented from falling off at the lower ends of the crank type drive shaft 32 and the crank type driven shaft 33. Support member 34 is detachably attached,
When the nozzle turning drive device 31 is operated, the turning member 29
The sand jet nozzle 27 is swung in a conical shape by the swiveling member 29.

前記支持アーム22の側部に固定された支持金具35に、支
持部材36の中間部が支持アーム長手方向に延長する支軸
37により枢着され、かつ支持金具35と支持部材36の基端
部とは傾斜調節用液圧シリンダ38により連結され、支持
アーム長手方向に直角な方向に延長するノズル支持部材
39の一端部にアーム40が固定され、そのアーム40の基端
部は前記支持部材36に対しノズル支持部材長手方向に延
長する枢軸41により枢着され、さらに前記アーム40に複
数の揺動角調節用透孔42がアーム長手方向に間隔をおい
て設けられている。
A support metal fitting 35 fixed to the side portion of the support arm 22 has a support shaft with an intermediate portion of the support member 36 extending in the support arm longitudinal direction.
A nozzle support member that is pivotally connected by 37, and the support fitting 35 and the base end portion of the support member 36 are connected by a tilt adjusting hydraulic cylinder 38 and extend in a direction perpendicular to the longitudinal direction of the support arm.
An arm 40 is fixed to one end of 39, and the base end of the arm 40 is pivotally attached to the support member 36 by a pivot 41 extending in the nozzle support member longitudinal direction. Adjustment through holes 42 are provided at intervals in the longitudinal direction of the arm.

液圧モータからなる揺動用駆動装置43は前記支持部材36
に固定され、その揺動用駆動装置43の回転軸に固定され
た回転体44の偏心位置に杆体45の一端部がピン46により
枢着され、かつその杆体45の他端部と前記アーム40にお
ける何れか一つの揺動角調節用透孔42とにわたってピン
またはボルトからなる着脱自在な枢着金具47が嵌挿さ
れ、前記揺動用駆動装置43を運転すると、ノズル支持部
材39が枢軸41を中心として角度θだけ反復揺動される。
The swinging drive device 43 composed of a hydraulic motor is provided in the support member 36.
One end of the rod 45 is pivotally attached by a pin 46 to the eccentric position of the rotating body 44 fixed to the rotary shaft of the swing drive device 43, and the other end of the rod 45 and the arm 40 are provided. A detachable pivotal fitting 47 made of a pin or a bolt is fitted over any one of the swinging angle adjusting through holes 42, and when the swinging drive device 43 is operated, the nozzle supporting member 39 is centered on the pivotal shaft 41. Is repeatedly rocked by an angle θ.

繊維挿通管48の先端側の外周に水噴射用環状室49が設け
られて、水圧式繊維噴射ノズル50が構成され、複数の繊
維噴射ノズル50は、前記ノズル支持部材39の長手方向に
間隔をおいて配置されると共にそのノズル支持部材39に
嵌合固定され、かつ高圧水供給管51の一端部は分岐管52
を介して各繊維噴射ノズル50における水噴射用環状室49
に接続され、前記高圧水供給管51の他端部は高圧ポンプ
53に接続されている。
A water injection annular chamber 49 is provided on the outer periphery of the tip end side of the fiber insertion tube 48 to form a hydraulic fiber injection nozzle 50, and the plurality of fiber injection nozzles 50 are spaced in the longitudinal direction of the nozzle support member 39. Is placed in the nozzle support member 39 and fixed to the nozzle support member 39, and one end of the high-pressure water supply pipe 51 has a branch pipe 52.
An annular chamber 49 for water injection in each fiber injection nozzle 50 through
The other end of the high-pressure water supply pipe 51 is connected to
Connected to 53.

複数のボビン支承杆54を固定してケース本体55に蓋56が
取付けられると共に、そのケース本体55および蓋56に係
止金具(図示を省略した)が取付けられて、ボビン収容
ケース57が構成され、前記ケース本体55は旋回台8の後
部に固定され、ポリエステルのマルチフィラメントから
なる連続長繊維2を巻いたボビン58は各ボビン支承杆54
に嵌設されている。
A bobbin housing case 57 is configured by fixing a plurality of bobbin supporting rods 54 and attaching a lid 56 to the case body 55, and attaching locking metal fittings (not shown) to the case body 55 and the lid 56. The case body 55 is fixed to the rear part of the swivel base 8, and the bobbins 58 around which the continuous filaments 2 made of polyester multifilaments are wound are the bobbin support rods 54.
Is installed in.

複数の繊維ガイド孔59を有する端部ガイド板60と複数の
繊維ガイド孔59を有する中間ガイド板61とを備えている
ケース本体62に蓋63が取付けられ、かつそのケース本体
62および蓋63に係止金具(図示を省略した)が取付けら
れて、繊維ガイドケース64が構成され、前記繊維ガイド
孔59の周面に繊維の切断を防止する目的でセラミックの
ガイド層(図示を省略した)が一体に設けられ、前記第
1ブーム構成部材10および第2ブーム構成部材13の側部
とボビン収容ケース57におけるケース本体55の上部と
に、繊維ガイドケース64におけるケース本体62が固定さ
れ、かつ前記支持部材36にノズル支持部材39と平行に延
長する繊維ガイド部材65が固定され、その繊維ガイド部
材65に複数の繊維ガイド孔66が繊維噴射ノズル50とほぼ
等間隔で設けられ、その繊維ガイド孔66の周面にも、繊
維の切断を防止する目的でセラミックのガイド層(図示
を省略した)が一体に設けられている。
A lid 63 is attached to a case main body 62 having an end guide plate 60 having a plurality of fiber guide holes 59 and an intermediate guide plate 61 having a plurality of fiber guide holes 59, and the case main body
A metal fitting (not shown) is attached to the 62 and the lid 63 to form a fiber guide case 64, and a ceramic guide layer (not shown) is formed on the peripheral surface of the fiber guide hole 59 for the purpose of preventing cutting of the fiber. Is integrally provided, and the case body 62 of the fiber guide case 64 is provided on the side portions of the first boom component member 10 and the second boom component member 13 and on the upper portion of the case body 55 of the bobbin housing case 57. A fiber guide member 65 that is fixed and extends parallel to the nozzle support member 39 is fixed to the support member 36, and a plurality of fiber guide holes 66 are provided in the fiber guide member 65 at substantially equal intervals with the fiber injection nozzle 50. A ceramic guide layer (not shown) is integrally provided also on the peripheral surface of the fiber guide hole 66 for the purpose of preventing the fiber from being cut.

前記ボビン収容ケース57内の各ボビン58から繰り出され
た連続長繊維2は、各繊維ガイドケース64における端部
ガイド板60,中間ガイド板61の繊維ガイド孔59と繊維ガ
イド部材65の繊維ガイド孔66とを通って繊維噴射ノズル
50における繊維挿通管48に挿通され、砂収容部を有する
風力式砂圧送装置67における空気入口にコンプレッサ68
が接続され、かつ前記風力式砂圧送装置67における砂圧
送口に砂供給用ホース69の一端部が接続され、そのホー
ス69の他端部は前記可撓管26に金属管を介して連結され
ている。
The continuous filaments 2 fed from each bobbin 58 in the bobbin housing case 57 has the fiber guide holes 59 of the end guide plate 60, the intermediate guide plate 61 and the fiber guide holes of the fiber guide member 65 in each fiber guide case 64. 66 through fiber injection nozzle
The compressor 68 is inserted into the fiber insertion tube 48 of the air conditioner 50, and is installed at the air inlet of the wind type sand pumping device 67 having a sand storage portion.
Is connected, and one end of a sand supply hose 69 is connected to the sand pressure feed port of the wind force type sand pressure feed device 67, and the other end of the hose 69 is connected to the flexible pipe 26 via a metal pipe. ing.

砂と保水材と肥料との混合材からなる土壌改良材を収容
したタンクを有する風力式土壌改良材圧送装置70におけ
る空気入口に、前記コンプレッサ68が接続され、その風
力式土壌改良材圧送装置70における圧送口に土壌改良材
供給用ホース71の一端部が接続され、その土壌改良材供
給用ホース71の他端部は土壌改良材吹付用ノズル72に接
続され、かつそのノズル72を嵌挿固定したノズル支持金
具73に横軸74が固定され、その横軸74は前記ケース25の
側部に固定された受金具75の横孔に回動自在に嵌合さ
れ、さらに受金具75の左右両側に前記横軸74を中心とす
る円弧状長孔76が設けられ、その円弧状長孔76とノズル
支持金具73とにわたって挿通されたボルト77により、土
壌改良材吹付用ノズル72を固定したノズル支持金具73が
受金具75に対し角度調節可能に固定されている。
The compressor 68 is connected to the air inlet of the wind-powered soil conditioner pumping device 70 having a tank containing a soil conditioner composed of a mixture of sand, water retaining material and fertilizer, and the wind-type soil conditioner pumping device 70 is connected. One end of the soil improving material supply hose 71 is connected to the pressure feed port in the above, the other end of the soil improving material supply hose 71 is connected to the soil improving material spraying nozzle 72, and the nozzle 72 is fitted and fixed. The horizontal shaft 74 is fixed to the nozzle support fitting 73, and the horizontal shaft 74 is rotatably fitted into the horizontal hole of the receiving fitting 75 fixed to the side portion of the case 25. A circular arc-shaped long hole 76 having the horizontal axis 74 as a center is provided, and a bolt 77 that is inserted through the circular arc-shaped long hole 76 and the nozzle support fitting 73 supports the nozzle 72 for fixing the soil improving agent spraying nozzle 72. The bracket 73 is fixed to the bracket 75 so that the angle can be adjusted. It has been.

前記高圧ポンプ53,風力式砂圧送装置67,コンプレッサ68
および風力式土壌改良材圧送装置70は自走式車輛6にお
ける旋回台8に搭載され、かつ前記運転室9内に、自走
式車輛6の走行,旋回台8の旋回,各駆動装置の運転,
各液圧シリンダの伸縮,高圧ポンプ53およびコンプレッ
サ68の運転を行なうための操作盤が設けられている。
The high-pressure pump 53, wind-type sand pressure feeder 67, compressor 68
The wind-powered soil conditioner pumping device 70 is mounted on the swivel base 8 of the self-propelled vehicle 6, and the traveling of the self-propelled car 6, the swiveling of the swivel base 8, and the operation of each drive device are performed in the cab 9. ,
An operation panel for expanding and contracting each hydraulic cylinder and operating the high-pressure pump 53 and the compressor 68 is provided.

前記コンプレッサ68を接続した風力式砂圧送装置67およ
び風力式土壌改良材圧送装置70としては、従来公知のコ
ンクリート吹付機またはモルタル吹付機と同一構造のも
のを使用する。
As the wind type sand pressure feeding device 67 and the wind type soil improvement material pressure feeding device 70 to which the compressor 68 is connected, those having the same structure as a conventionally known concrete spraying machine or mortar spraying machine are used.

第1図ないし第12図に示す肥料含有保水性補強地層施工
装置において、ノズル旋回用駆動装置31およびコンプレ
ッサ68を運転し、かつ自走式車輛6を走行させると、砂
が砂噴射ノズル27から下方に噴射されると共に、その砂
噴射ノズル27が円錐状に旋回されるので、砂が円形を描
きながら横移動されるように吹付けられていく。また前
記揺動用駆動装置43および高圧ポンプ53を運転すると、
前記繊維噴射ノズル50の水噴射用環状室49から噴射され
る水流により、連続長繊維2が吸引されると共に砂吹付
部に向かってジグザグ状に噴射され、第13図に示すよう
に、傾斜面89に沿って砂1と連続長繊維2との混合物か
らなる補強地層3が造成されていく。
In the fertilizer-containing water retention reinforcing stratum construction device shown in FIGS. 1 to 12, when the nozzle turning drive device 31 and the compressor 68 are driven and the self-propelled vehicle 6 is driven, sand is ejected from the sand injection nozzle 27. As it is jetted downward, the sand jet nozzle 27 is swirled in a conical shape, so that the sand is blown so as to move laterally while drawing a circle. When the swing drive device 43 and the high pressure pump 53 are operated,
The continuous long fibers 2 are sucked by the water flow jetted from the water jetting annular chamber 49 of the fiber jet nozzle 50 and jetted in a zigzag shape toward the sand spraying portion, and as shown in FIG. Along the line 89, a reinforcement layer 3 made of a mixture of sand 1 and continuous filaments 2 is formed.

続いて砂,保水材および肥料の混合材からなる土壌改良
材が、土壌改良材吹付用ノズル72から前記補強地層3に
吹付けられて混入され、傾斜面補強緑化用肥料含有保水
性補強地層が形成されていく。
Subsequently, a soil improving material composed of a mixture of sand, a water retaining material and a fertilizer is sprayed from the soil improving agent spraying nozzle 72 onto the reinforcing formation 3 to be mixed, whereby a fertilizer-containing water retaining reinforcing formation containing slope-reinforcing greening is formed. Is formed.

第1図ないし第12図に示す装置を使用して、第14図に示
すように、傾斜面89の前面に位置する砂および連続長繊
維の混合材からなる補強地層3と、その補強地層3の前
面に位置する肥料保水材含有土層4とを施工する場合
は、補強地層の前面に、砂,保水材および肥料の混合材
からなる土壌改良材が吹付けられるように、土壌改良材
吹付用ノズル72の向きを調節する。
Using the apparatus shown in FIGS. 1 to 12, as shown in FIG. 14, a reinforcing base layer 3 made of a mixed material of sand and continuous filaments, which is located in front of the inclined surface 89, and the reinforcing base layer 3 are provided. When applying the fertilizer / water retaining material-containing soil layer 4 located on the front surface of the soil, spray the soil improving material so that the soil improving material composed of a mixture of sand, water retaining material and fertilizer is sprayed on the front surface of the reinforced formation. Adjust the orientation of the nozzle 72.

前記実施例の場合は、4ポンプの連続長繊維2を土粒子
吹付部に向かって噴射するように構成しているが、連続
長繊維2の噴射本数を増減変更してもよい。
In the case of the above embodiment, the continuous long fibers 2 of 4 pumps are configured to be jetted toward the soil particle spraying portion, but the number of the continuous long fibers 2 may be increased or decreased.

傾斜面89の前面に設ける緑化補強用層が薄い場合、例え
ば250mm以下の厚さの場合は、第1発明を実施して傾斜
面89の前面に肥料含有保水性補強地層を設ける。また傾
斜面89の前面に設ける緑化補強用層が厚い場合は、第14
図に示すように、傾斜面89の前面に砂と連続長繊維の混
合材からなる補強地層3を設けると共に、その補強地層
3の前面に肥料保水材含有土層4を設ける。
When the greening reinforcing layer provided on the front surface of the inclined surface 89 is thin, for example, when the thickness is 250 mm or less, the first invention is carried out to provide the fertilizer-containing water retention reinforcing base layer on the front surface of the inclined surface 89. If the greening reinforcement layer provided on the front surface of the inclined surface 89 is thick,
As shown in the figure, a reinforcement layer 3 made of a mixed material of sand and continuous filaments is provided on the front surface of the inclined surface 89, and a fertilizer / water retaining material-containing soil layer 4 is provided on the front surface of the reinforcement layer 3.

この発明を実施する場合、保水材としては、例えばピー
トモス,木炭,パーライト,バーミキュライトのよう
に、材料自身のもつ多孔性による保水性,通気性,通水
性を持つもの、あるいはベントナイト,ゼオライト,オ
ーヤダイトのように、豊富な塩基の作用で養分や水分に
対しての吸着性や置換性を有するものを、単独でまたは
複数混合して使用する。また肥料としては、例えば堆
肥,魚粕,油粕類,草木灰,リン酸,カリ等を、単独で
または複数混合して使用する。
In the case of carrying out the present invention, as the water retaining material, for example, peat moss, charcoal, pearlite, vermiculite, which has water retention, air permeability, water permeability due to the porosity of the material itself, or bentonite, zeolite, or oyadite. As described above, those having absorptive or substituting properties for nutrients and water by the action of abundant bases are used alone or in combination. As the fertilizer, for example, compost, fish cake, oil cake, plant ash, phosphoric acid, potassium, etc. may be used alone or in combination.

保水材肥料含有土の配合割合は、例えば砂100容積%に
対し、保水材3容積%,肥料10容積%を混入する。また
保水材としてピートモスを単独で使用する場合は、砂10
0容積%に対しピートモスを15容量%混入し、保水材と
してピートモスおよび木炭を併用する場合は、砂100容
積%に対しピートモス15容積%,木炭5容積%を混入す
る。
As for the mixing ratio of the water retaining material fertilizer-containing soil, for example, 3 volume% of the water retaining material and 10 volume% of the fertilizer are mixed with 100 volume% of sand. If peat moss is used alone as a water retention material, sand 10
When 15% by volume of peat moss is mixed with 0% by volume, and when peat moss and charcoal are used together as a water retaining material, 15% by volume of peat moss and 5% by volume of charcoal are mixed with 100% by volume of sand.

〔発明の効果〕〔The invention's effect〕

この発明は前述のように構成されているので、以下に記
載するような効果を奏する。
Since the present invention is configured as described above, it has the following effects.

保水材および肥料を含みかつ連続長繊維2により補強さ
れている傾斜面補強緑化用肥料含有保水性補強地層を容
易に施工することができ、また傾斜面の前面に厚い補強
緑化層を設ける必要がある場合は、傾斜面に砂1および
連続長繊維2を連続して吹付けて補強地層3を形成し、
次いでその補強地層3の表面に砂,保水材および肥料の
混合材からなる肥料保水材含有土層4を形成することに
より、肥料および保水材の使用量を少なくして、経済的
に傾斜面補強緑化用肥料含有保水性補強地層を施工する
ことができる。また砂噴射ノズルを円錐状に旋回させる
ことにより、砂を広くかつ薄く敷設することができ、そ
のため連続長繊維2を砂中に均等に混入することができ
る。
A fertilizer-containing water-retaining reinforced layer for sloping reinforced greening that includes a water retaining material and fertilizer and is reinforced by continuous filaments 2 can be easily constructed, and it is necessary to provide a thick reinforced greening layer in front of the sloping surface. In some cases, sand 1 and continuous filaments 2 are continuously sprayed onto the inclined surface to form a reinforced formation 3,
Next, by forming a fertilizer / water retaining material-containing soil layer 4 composed of a mixture of sand, a water retaining material and a fertilizer on the surface of the reinforced stratum 3, the amount of the fertilizer and the water retaining material used is reduced, and the slope is economically reinforced. A water retention reinforced formation containing fertilizer for greening can be constructed. Further, by swirling the sand jet nozzle in a conical shape, the sand can be laid broadly and thinly, so that the continuous long fibers 2 can be evenly mixed into the sand.

また、砂と連続長繊維を所定厚さに敷設した後に、それ
らの表面を転圧する必要があるが、この場合において
も、平坦な場所での転圧となるので、重機を使用して容
易にかつ迅速に転圧作業を行なうことができる。
Also, after laying sand and continuous filaments to a predetermined thickness, it is necessary to compact the surface of them, but even in this case, compaction can be performed easily by using heavy machinery because compaction is performed on a flat place. In addition, the compaction work can be performed quickly.

また特にこの発明の場合は、繊維ガイド部材により連続
長繊維2をガイドしながら供給できるので、ブーム構成
部材に沿って連続長繊維2を確実に供給ガイドでき、し
かも一台の自走式車輛6を使用して連続長繊維2を砂に
均一に混在させて補強した補強地層3を連続して容易に
しかも高能率で施工できると共に、その補強地層3の表
面に肥料保水材含有土層4も容易に高能率で施工でき
る。
Further, particularly in the case of the present invention, since the continuous long fibers 2 can be supplied while being guided by the fiber guide member, the continuous long fibers 2 can be reliably supplied and guided along the boom constituent members, and further, one self-propelled vehicle 6 can be used. It is possible to continuously and easily construct a reinforced formation 3 reinforced by continuously mixing continuous long fibers 2 in sand using sand, and also a soil layer 4 containing a fertilizer / water retaining material on the surface of the reinforced formation 3. Can be easily and efficiently constructed.

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

第1図ないし第12図はこの発明を実施する場合に使用で
きる装置の第1例を示すものであって、第1図は肥料含
有保水性補強地層施工装置の一部縦断側面図、第2図は
その斜視図、第3図は屈折式ブームの先端の支持アーム
に設けられている砂噴射部および繊維噴射部を示す一部
切欠側面図、第4図はその平面図、第5図はその斜視
図、第6図は砂噴射ノズルの旋回駆動部を示す一部縦断
正面図、第7図はノズル傾斜調節装置の一部縦断側面
図、第8図はノズル支持部材に取付けられた繊維噴射ノ
ズルを示す縦断側面図、第9図はその平面図、第10図は
土壌改良材吹付用ノズルの取付状態を示す側面図、第11
図は繊維ガイドケースを開放して示す一部切欠斜視図、
第12図は繊維ガイドケースの本体を示す一部切欠側面図
である。第13図は傾斜面に沿って傾斜面補強緑化用肥料
含有保水性補強地層を施工していくときの状態を示す縦
断斜視図である。 第14図は施工された傾斜面補強緑化用肥料含有保水性補
強地層を示す縦断側面図である。 図において、1は砂、2は連続長繊維、3は補強地層、
4は肥料保水材含有土層、6は自走式車輛、21は屈折式
ブーム、22は支持アーム、24はアーム旋回用駆動装置、
25はケース、27は砂噴射ノズル、29は旋回部材、31はノ
ズル旋回用駆動装置、32はクランク形駆動軸、33はクラ
ンク形従動軸、39はノズル支持部材、43は揺動用駆動装
置、49は水噴射用環状室、50は繊維噴射ノズル、67は風
力式砂圧送装置、70は風力式土壌改良材圧送装置、72は
土壌改良材吹付用ノズル、73はノズル支持金具、74は横
軸、77はボルト、89は傾斜面である。
1 to 12 show a first example of a device that can be used when the present invention is carried out, and FIG. 1 is a partial longitudinal side view of a fertilizer-containing water retention reinforced stratum construction device, FIG. FIG. 3 is a perspective view thereof, FIG. 3 is a partially cutaway side view showing a sand spraying unit and a fiber spraying unit provided on a support arm at the tip of a bending boom, FIG. 4 is a plan view thereof, and FIG. A perspective view thereof, FIG. 6 is a partially longitudinal front view showing a swivel driving part of a sand jet nozzle, FIG. 7 is a partially longitudinal side view of a nozzle inclination adjusting device, and FIG. 8 is a fiber attached to a nozzle supporting member. FIG. 9 is a vertical side view showing the spray nozzle, FIG. 9 is a plan view thereof, and FIG. 10 is a side view showing the mounting state of the soil improving material spraying nozzle, and FIG.
The figure is a partially cutaway perspective view showing the fiber guide case open,
FIG. 12 is a partially cutaway side view showing the main body of the fiber guide case. FIG. 13 is a vertical cross-sectional view showing a state in which a fertilizer-containing water retention reinforcing stratum for reinforcing greenery on a slope is constructed along the slope. FIG. 14 is a vertical cross-sectional side view showing the constructed water retentive reinforcement formation containing fertilizer for sloping surface reinforcement greening. In the figure, 1 is sand, 2 is continuous filament, 3 is a reinforced formation,
4 is a soil layer containing fertilizer / water retentive material, 6 is a self-propelled vehicle, 21 is a bending boom, 22 is a support arm, 24 is a drive device for arm rotation,
25 is a case, 27 is a sand jet nozzle, 29 is a swivel member, 31 is a nozzle swivel drive device, 32 is a crank type drive shaft, 33 is a crank type driven shaft, 39 is a nozzle support member, 43 is a swing drive device, 49 is an annular chamber for water injection, 50 is a fiber injection nozzle, 67 is a wind type sand pumping device, 70 is a wind type soil improving material pumping device, 72 is a soil improving agent spraying nozzle, 73 is a nozzle support metal fitting, 74 is a horizontal A shaft, 77 is a bolt, and 89 is an inclined surface.

フロントページの続き (72)発明者 北原 成郎 東京都新宿区東五軒町6―3 株式会社熊 谷組東五寮 (56)参考文献 特開 昭55−167170(JP,A) 特開 昭56−125534(JP,A) 特公 昭62−31885(JP,B2)Front Page Continuation (72) Inventor Naruro Kitahara 6-3 Higashigokencho, Shinjuku-ku, Tokyo Kumagaya Gumi Togo Dormitory (56) References JP-A-55-167170 (JP, A) JP-A-56 -125534 (JP, A) JP 62-31885 (JP, B2)

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】自走式車輛6に搭載された砂噴射ノズル27
を円錐状に旋回させながら、傾斜面に砂1を連続して吹
付け、かつ自走式車輛6におけるブーム構成部材に設け
られた繊維ガイド孔を有する繊維ガイド部材により連続
長繊維2を供給ガイドし、かつ前記自走式車輛6におけ
るブーム構成部材16の先端側に設けられた揺動されるノ
ズル支持部材39に取付けられた噴射ノズル50から、連続
長繊維2を砂吹付部に向かって噴射して補強地層3を形
成し、この補強地層3の表面に、自走式車輛6に搭載さ
れた土壌改良材吹付ノズル72から砂,保水材および肥料
の混合材からなる土壌改良材を吹付けて肥料保水材含有
土層4を形成する傾斜面補強緑化用肥料含有保水性補強
地層の施工法。
1. A sand injection nozzle 27 mounted on a self-propelled vehicle 6.
While continuously rotating the cone in a conical shape, the sand 1 is continuously sprayed on the inclined surface, and the continuous long fibers 2 are supplied and guided by the fiber guide member having the fiber guide hole provided in the boom constituent member of the self-propelled vehicle 6. In addition, the continuous long fibers 2 are jetted toward the sand spraying portion from the jet nozzle 50 attached to the oscillating nozzle support member 39 provided on the tip side of the boom component member 16 in the self-propelled vehicle 6. To form a reinforced formation 3, and a soil improvement material consisting of a mixture of sand, a water retention material and a fertilizer is sprayed onto the surface of the reinforced formation 3 from a soil improvement material spraying nozzle 72 mounted on the self-propelled vehicle 6. A method of constructing a water retention reinforced stratum containing fertilizer for slope reinforcement greening that forms a soil layer 4 containing fertilizer water retention material.
【請求項2】自走式車輛6に搭載された砂噴射ノズル27
を円錐状に旋回させながら、傾斜面に砂1を連続して吹
付けると共に、その砂吹付部に向かって前記自走式車輛
6に設けられた噴射ノズル50から、連続長繊維2を噴射
して補強地層3を形成し、その補強地層3の表面に砂,
保水材および肥料の混合材を吹付けて、肥料保水材含有
土層4を形成する傾斜面補強緑化用肥料含有保水性補強
地層。
2. A sand jet nozzle 27 mounted on a self-propelled vehicle 6.
While rotating the cone in a conical shape, the sand 1 is continuously sprayed on the inclined surface, and the continuous long fiber 2 is sprayed toward the sand spraying portion from the spray nozzle 50 provided in the self-propelled vehicle 6. To form a reinforced stratum 3 and sand on the surface of the reinforced stratum 3
A water-retentive reinforced formation containing fertilizer for sloping surface reinforced greening, which sprays a mixture of water-retaining material and fertilizer to form a fertilizer-water-retaining material-containing soil layer 4.
JP64000131A 1989-01-05 1989-01-05 Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method Expired - Fee Related JPH0742704B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP64000131A JPH0742704B2 (en) 1989-01-05 1989-01-05 Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP64000131A JPH0742704B2 (en) 1989-01-05 1989-01-05 Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method

Publications (2)

Publication Number Publication Date
JPH02183016A JPH02183016A (en) 1990-07-17
JPH0742704B2 true JPH0742704B2 (en) 1995-05-10

Family

ID=11465477

Family Applications (1)

Application Number Title Priority Date Filing Date
JP64000131A Expired - Fee Related JPH0742704B2 (en) 1989-01-05 1989-01-05 Water-holding reinforced stratum containing fertilizer for vegetation for reinforced slope and its construction method

Country Status (1)

Country Link
JP (1) JPH0742704B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6337209B1 (en) * 2016-12-27 2018-06-06 日特建設株式会社 Ejector

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2451902A1 (en) * 1979-03-23 1980-10-17 France Etat Construction material for embankments, foundations etc. - where continuous polymer or metal thread or strip reinforces loose or bonded aggregate
JPS56125534A (en) * 1980-03-07 1981-10-01 Nittoku Kensetsu Kk Greens-planting work for slope
JPS6231885A (en) * 1985-08-02 1987-02-10 松下電器産業株式会社 Circuit board packaged body of plane type display unit

Also Published As

Publication number Publication date
JPH02183016A (en) 1990-07-17

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