JPH0734445A - Stabilizing processing construction method for piled soil material - Google Patents

Stabilizing processing construction method for piled soil material

Info

Publication number
JPH0734445A
JPH0734445A JP20365193A JP20365193A JPH0734445A JP H0734445 A JPH0734445 A JP H0734445A JP 20365193 A JP20365193 A JP 20365193A JP 20365193 A JP20365193 A JP 20365193A JP H0734445 A JPH0734445 A JP H0734445A
Authority
JP
Japan
Prior art keywords
scraper
soil
piled
rod
stabilizer
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
JP20365193A
Other languages
Japanese (ja)
Inventor
Takero Nishijima
岳郎 西嶋
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.)
Hazama Corp
Original Assignee
Hazama Gumi 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 Hazama Gumi Ltd filed Critical Hazama Gumi Ltd
Priority to JP20365193A priority Critical patent/JPH0734445A/en
Publication of JPH0734445A publication Critical patent/JPH0734445A/en
Pending legal-status Critical Current

Links

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  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

PURPOSE:To shorten the construction time and reduce the kind of execution machinery by spraying a stabilizer into the piled soil in the bowl of a scraper during the transport of the piled soil by the scraper, and carrying out stirring and mixing. CONSTITUTION:At the center in the upper part of the bowl 6 of a scraper 5, the stirring rod 8 of a sitrring device 7 is laid in a rotatable manner over the front and rear parts, and conneced to the hydraulic motor of the scraper 5 through a base edge part, and two main stirring blades 9 which cross at right angle the rod 8 are installed on the rod 8. Then, in the state where the device 7 is erected, the apron of the scraper 5 is raised, and soil, sand, etc., are excavated by a cutting edge, and piled into the bowl 6. During the transport of the piled soil material, the rod 8 is turned down horizontally, and the stabilizer is supplied from a stabilizer feeding device 1 by revolving the rod 8, and sprayed into the piled soil, and stabilization treatment is carried out. The discharged soil is transported to a soil spraying place, and discharged and sprayed by an ejector. Accordingly, the execution time can be shortened by carrying out the stabilization treatment during the transport of the piled soil material, and the kind of the execution machinery can be reduced.

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、路体材料や路床材料、
路盤材料等の盛土材の安定処理工法に関し、特にスクレ
ーパで盛土材を運搬する路上混合方式の盛土材の安定処
理工法に関する。
BACKGROUND OF THE INVENTION The present invention relates to a road body material or a roadbed material,
The present invention relates to a method for stabilizing embankment materials such as roadbed materials, and more particularly, to a method for stabilizing embankment materials of a road mixing type in which the embankment material is transported by a scraper.

【0002】[0002]

【従来の技術】通常、盛土材として良質でないと判断さ
れる含水比の高い粘性土や強度の不足する土砂の土質を
改良するため、セメントや石灰等の安定材を用いた安定
処理が行われている。盛土材の安定処理工法には、路上
混合方式、中央プラント混合方式、地山混合方式等があ
るが、高含水比の粘性土の場合は、路上混合方式により
行われる場合が多い。従来、路上混合方式の盛土材の安
定処理工法による切盛土工の施工フローは、下記に示す
ようになっている。 掘削→運搬→整形→安定材散布→混合→敷均し→転圧→
養生 一般に、盛土材の運搬には、運搬距離に応じてキャリオ
ールスクレーパ(運搬距離60〜400m)又はモータ
スクレーパ(運搬距離200〜1200m)が多用され
ている。
2. Description of the Related Art Usually, in order to improve the soil quality of cohesive soil with a high water content and soil with insufficient strength, which is judged not to be good as an embankment material, a stabilizing treatment using a stabilizer such as cement or lime is performed. ing. There are road mixing method, central plant mixing method, ground mixing method, etc. as the stabilization treatment method for the embankment material, but in the case of cohesive soil with a high water content, the road mixing method is often used. Conventionally, the construction flow of cutting and embankment construction by the stable treatment method of embankment material of the road mixing method is as shown below. Excavation → Transportation → Shaping → Stabilizer spreading → Mixing → Leveling → Roll compaction →
Curing In general, a carrier scraper (carrying distance of 60 to 400 m) or a motor scraper (carrying distance of 200 to 1200 m) is often used for carrying the embankment material depending on the carrying distance.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、従来の
スクレーパを用いた路上混合方式の盛土材の安定処理工
法では、運搬、安定材散布、混合、敷均し、転圧及び養
生が別工程となっているので、工数が多くなって長時間
を要すると共に、施工機械の種類が多くなり、ひいては
施工性に劣る不具合がある。そこで、本発明は、施工時
間を短縮し、かつ施工機械の種類を減少し得る盛土材の
安定処理工法の提供を目的とする。
However, in the conventional road mixing type embankment stabilization treatment method using a scraper, transportation, stabilizer spreading, mixing, laying, rolling and curing are separate steps. As a result, the number of man-hours is increased and it takes a long time, the number of types of construction machines is increased, and the workability is inferior. Therefore, an object of the present invention is to provide a method for stabilizing the embankment material that can reduce the construction time and the type of construction machine.

【0004】[0004]

【課題を解決するための手段】前記課題を解決するた
め、本発明の盛土材の安定処理工法は、盛土材をスクレ
ーパで運搬中に、スクレーパのボウル内の盛土材に安定
材を散布すると共に、攪拌、混合することを特徴とす
る。
In order to solve the above-mentioned problems, a method of stabilizing embankment material according to the present invention is to spread the stabilizer on the embankment material in the scraper bowl while the embankment material is being conveyed by the scraper. , Stirring, and mixing.

【0005】[0005]

【作用】上記手段においては、盛土材の運搬中に安定処
理がスクレーパのボウル内で並行して行われる。安定材
としては、粉体状のものが好ましく、又、その散布は、
圧縮空気を用いて行うことが好ましい。
In the above means, the stabilization treatment is carried out in parallel in the scraper bowl during the transportation of the embankment material. The stabilizer is preferably in powder form, and its dispersion is
Preference is given to using compressed air.

【0006】[0006]

【実施例】以下、本発明の実施例について図面を参照し
て説明する。図1は本発明の盛土材の安定処理工法の一
部の実施に供した装置の斜視図である。図中1は自走式
の安定材供給装置で、この安定材供給装置1には、セメ
ントや石灰等の粉体状の安定材をストックするタンク2
が搭載されていると共に、安定材を輸送ホース3によっ
て後述するスクレーパの攪拌装置へ輸送するための圧縮
空気を製造するコンプレッサー4が搭載されている。5
はトラクタ(図示せず)でけん引されるスクレーパで、
盛土材を掘削積込みし、運搬、排出撒土、敷均しを行う
ものであり、このスクレーパ5には、そのボウル6内に
積込まれた盛土材を安定材と共に攪拌し、混合する攪拌
装置7が搭載されている。すなわち、スクレーパ5のボ
ウル6の上部中央には、図2、図3に示すように、攪拌
装置7の一部を構成する中空円筒状の攪拌棒8が、前後
に跨がって回転自在に架設されていると共に、スクレー
パ5の後部(図2においては右側)に搭載した図示しな
い油圧モータと基端部を介して連結されている。又、攪
拌棒8は、その基端部とピストンロッドがスイベルジョ
イントを介して連結され、かつスクレーパ5の後部にシ
リンダ本体が枢着された油圧シリンダ(図示せず)によ
り起立可能に設けられている(図4参照)と共に、その
基端部と前記輸送ホース3の先端部が図示しないスイベ
ルジョイントを介して連結されている。攪拌棒8には、
この攪拌棒8と直交する2本の主攪拌翼9が、互いに適
宜に離隔され、かつ90°位相をずらして取り付けられ
ており、各主攪拌翼9には、混合効率を高めるため、そ
れぞれの主攪拌翼9と直交する複数の副攪拌翼10が、
互いに適宜に離隔され、かつ平行に取り付けられてい
る。又、攪拌棒8には、安定材を噴出する安定材噴出口
11が、前記両主攪拌翼9間に位置して開口されてい
る。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of an apparatus used for implementing a part of the embankment material stabilization treatment method of the present invention. In the figure, reference numeral 1 denotes a self-propelled stabilizer supplying device. The stabilizer supplying device 1 includes a tank 2 for stocking powder stabilizers such as cement and lime.
And a compressor 4 for producing compressed air for transporting the stabilizer by a transport hose 3 to a scraper stirring device described later. 5
Is a scraper towed by a tractor (not shown),
The embankment material is excavated and loaded, transported, discharged and spread, and leveled. The scraper 5 stirs the embankment material loaded in the bowl 6 together with the stabilizer and mixes them with each other. 7 is installed. That is, as shown in FIGS. 2 and 3, at the center of the upper portion of the bowl 6 of the scraper 5, a hollow cylindrical stirring rod 8 forming a part of the stirring device 7 is rotatably provided across the front and rear. While being installed, it is connected to a hydraulic motor (not shown) mounted on the rear portion (right side in FIG. 2) of the scraper 5 via a base end portion. The stirring rod 8 is erected by a hydraulic cylinder (not shown) whose base end is connected to a piston rod through a swivel joint, and a cylinder body is pivotally attached to the rear of the scraper 5. (See FIG. 4), the base end of the transport hose 3 is connected to the transport hose 3 via a swivel joint (not shown). The stirring bar 8 has
Two main stirring blades 9 orthogonal to the stirring rod 8 are appropriately separated from each other and are attached with a 90 ° phase shift, and in order to enhance mixing efficiency, each main stirring blade 9 has its own structure. A plurality of sub stirring blades 10 orthogonal to the main stirring blade 9
Suitably spaced from each other and mounted in parallel. In addition, a stabilizer jet 11 for jetting a stabilizer is formed in the stirring rod 8 so as to be located between the two main stirring blades 9.

【0007】上記構成の装置を用いて盛土材の安定処理
工法を行うには、攪拌装置7を図4に示すように起立さ
せた状態とし、スクレーパ5をトラクタによってけん引
しながら、エプロンを上げてカッティングエッジにより
土砂等を掘削してボウル6内に積込み、盛土材がボウル
6内に一杯になったらエプロンを下げて盛土材をその散
土場所へ運搬する。上記盛土材の運搬中には、図2に示
すように、攪拌装置7の攪拌棒8を水平に倒伏させ、油
圧モータにより攪拌棒8を回転させると共に、スクレー
パ5に伴走する安定材供給装置1から安定材を供給して
盛土材中に散布する。したがって、盛土材は、その運搬
中に安定処理されることとなる。盛土材が散土場所へ運
搬されると、図4に示すように、攪拌装置7が起立さ
れ、エプロンが上げられると共に、エゼクタにより排出
散土された後、整形、敷均し及び転圧を経て養生され
る。
In order to carry out the method for stabilizing the embankment material using the apparatus having the above construction, the agitator 7 is raised as shown in FIG. 4, and the apron is raised while the scraper 5 is pulled by the tractor. The earth and sand are excavated by the cutting edge and loaded into the bowl 6, and when the embankment material is filled in the bowl 6, the apron is lowered to convey the embankment material to the scatter place. During transportation of the embankment material, as shown in FIG. 2, the stirring rod 8 of the stirring device 7 is laid down horizontally, the stirring rod 8 is rotated by a hydraulic motor, and the stabilizer feeding device 1 that accompanies the scraper 5 is driven. Stabilizer is supplied from above and sprayed on the embankment. Therefore, the embankment material is stably treated during its transportation. When the embankment material is transported to the soiling site, as shown in FIG. 4, the agitator 7 stands up, the apron is raised, and after the soil is discharged and soiled by the ejector, shaping, leveling and rolling are performed. After that, he is cured.

【0008】なお、上記実施例においては、スクレーパ
5を被けん引式とし、かつ安定材供給装置1を自走式と
する場合について述べたが、これに限定されるものでは
なく、スクレーパ5を自走式とし、かつ安定材供給装置
1を被けん引式としてもよい。又、スクレーパ5は、シ
ングルのものに限らず、ツインのものとしてもよい。
In the above embodiment, the scraper 5 is of the towed type and the stabilizer supplying device 1 is of the self-propelled type. However, the present invention is not limited to this, and the scraper 5 may be self-propelled. The stabilizer supply device 1 may be a traveling type and a towed type. The scraper 5 is not limited to a single scraper, but may be a twin scraper.

【0009】[0009]

【発明の効果】以上説明したように、本発明の盛土材の
安定処理工法によれば、盛土材の運搬中に安定処理がス
クレーパのボウル内で並行して行われるので、盛土材の
運搬、安定材の散布及び混合を一工程で行うことがで
き、施工時間を短縮できると共に、施工機械の種類を減
少でき、ひいては施工性を格段に向上できる効果があ
る。
As described above, according to the embankment material stabilization treatment method of the present invention, since the stabilization treatment is carried out in parallel in the scraper bowl during the embankment material conveyance, the embankment material conveyance, The stabilizers can be sprayed and mixed in one step, the construction time can be shortened, the types of construction machines can be reduced, and the construction efficiency can be remarkably improved.

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

【図1】本発明の盛土材の安定処理工法の一部の実施に
供した装置の斜視図である。
FIG. 1 is a perspective view of an apparatus used for carrying out a part of a method for stabilizing embankment material according to the present invention.

【図2】図1に示す装置のスクレーパの斜視図である。FIG. 2 is a perspective view of a scraper of the device shown in FIG.

【図3】図2に示すスクレーパの要部の平面図である。FIG. 3 is a plan view of a main part of the scraper shown in FIG.

【図4】図2に示すスクレーパの作用説明図である。FIG. 4 is an operation explanatory view of the scraper shown in FIG.

【符号の説明】[Explanation of symbols]

1 安定材供給装置 3 輸送ホース 5 スクレーパ 6 ボウル 7 攪拌装置 1 Stabilizer Supply Device 3 Transport Hose 5 Scraper 6 Bowl 7 Stirrer

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 盛土材をスクレーパで運搬中に、スクレ
ーパのボウル内の盛土材に安定材を散布すると共に、攪
拌、混合することを特徴とする盛土材の安定処理工法。
1. A method for stabilizing embankment material, characterized in that while the embankment material is being conveyed by a scraper, the stabilizer is sprayed on the embankment material in the bowl of the scraper and is stirred and mixed.
JP20365193A 1993-07-26 1993-07-26 Stabilizing processing construction method for piled soil material Pending JPH0734445A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20365193A JPH0734445A (en) 1993-07-26 1993-07-26 Stabilizing processing construction method for piled soil material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20365193A JPH0734445A (en) 1993-07-26 1993-07-26 Stabilizing processing construction method for piled soil material

Publications (1)

Publication Number Publication Date
JPH0734445A true JPH0734445A (en) 1995-02-03

Family

ID=16477585

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20365193A Pending JPH0734445A (en) 1993-07-26 1993-07-26 Stabilizing processing construction method for piled soil material

Country Status (1)

Country Link
JP (1) JPH0734445A (en)

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