JPH05306505A - Concrete paving construction method - Google Patents

Concrete paving construction method

Info

Publication number
JPH05306505A
JPH05306505A JP13776592A JP13776592A JPH05306505A JP H05306505 A JPH05306505 A JP H05306505A JP 13776592 A JP13776592 A JP 13776592A JP 13776592 A JP13776592 A JP 13776592A JP H05306505 A JPH05306505 A JP H05306505A
Authority
JP
Japan
Prior art keywords
concrete
aggregate
roadbed
water
aggregates
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
JP13776592A
Other languages
Japanese (ja)
Inventor
Takashi Totoki
崇 十時
Shoji Sofue
昭治 祖父江
Saburo Kanamori
三郎 金森
Masashi Nozaki
正志 野崎
Takashi Aritsugu
隆 有次
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.)
Fujita Doro Kk
Fujita Corp
Original Assignee
Fujita Doro Kk
Fujita 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 Fujita Doro Kk, Fujita Corp filed Critical Fujita Doro Kk
Priority to JP13776592A priority Critical patent/JPH05306505A/en
Publication of JPH05306505A publication Critical patent/JPH05306505A/en
Pending legal-status Critical Current

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  • Road Paving Machines (AREA)

Abstract

PURPOSE:To make unnecessary different kinds of machines, to make easy the quality control of concrete and to eliminate some problems of being wrong with time and method for transferring the concrete, by a method wherein the proportioning, placing and spreading and flattening of the concrete are done by a spreading and flattening machine. CONSTITUTION:A subbase course 7 is formed on a subgrade, and aggregates 9 are dumped, spread and flattened, following which the aggregates 9 are rolled and are sprayed with water. While collecting the aggregates 9, a spreading and flattening machine 21 mixes cement, water and an admixture with the aggregates 9 and places them on the subbase course 7. In this case, a belt conveyer 29, a tank 31, a batching room 33 and a mixer 35 are arranged at the inside of the machine 21 and flattening blades 37, a vibrator 41 and screeds 39, 43 are arranged at the undersurface thereof. Concrete 15 made by mixing the cement, admixture and water with the aggregates 9 by means of agitating blades 3503, is placed on the subbase course 7 through the lower part of a casing 3501. Furthermore, the concrete 15 is laid at the right and left sides of a machine body 23 by rotating the flattening blades 37 and is spread and flattened by the roughly finishing screed 39, the vibrator 41 and the finishing screed 43. After that, the concrete 15 is rolled and compacted by a vibration roller and a joint is constructed, following which pavement is done by forming a concrete plate.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明はコンクリート舗装の施工
方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a concrete pavement construction method.

【0002】[0002]

【従来の技術】コンクリート舗装は、従来、次のような
第1の工法或は第2の工法で施工されている。第1の工
法では、まず、路床の上に、下層路盤や上層路盤、或は
必要に応じてアスファルト中間層等からなる路盤を形成
する。次に、丁張りに合わせて型枠を設置する。次に、
ダンプトラックまたはコンクリートミキサー車で運搬さ
れた生コンクリートを受取機で取り込む。次に、コンク
リートを路盤上に打設し、敷均し機で敷均す。次に、メ
ッシュまたは事前に組立られた鉄筋の中にコンクリート
を打設し、バイブレータで締固めする。次に、仕上げ機
でコンクリート表面の仕上げを行ない、養生してカッタ
ーなどで目地の施工を行ないコンクリート版が形成され
たのち、型枠を撤去してコンクリート舗装が完成され
る。
2. Description of the Related Art Conventionally, concrete pavement has been constructed by the following first or second construction method. In the first construction method, first, a subbase, an upper subbase, or, if necessary, an asphalt intermediate layer or the like is formed on the subbase. Next, the formwork is installed according to the tension. next,
Take in the ready-mixed concrete transported by dump truck or concrete mixer truck at the receiver. Next, concrete is placed on the roadbed and leveled with a leveling machine. Then concrete is poured into the mesh or pre-assembled rebar and compacted with a vibrator. Next, after finishing the concrete surface with a finishing machine, curing and performing joints with a cutter or the like to form a concrete slab, the formwork is removed to complete the concrete pavement.

【0003】第2の工法は、転圧コンクリート工法と呼
ばれる工法で、まず、前記第1の工法と同様に、路盤を
形成する。次に、ダンプトラックまたはコンクリートミ
キサー車で運搬された生コンクリートをアスファルトフ
ィニッシャーで受取り、このフィニッシャーによりコン
クリートを路盤上に打設し、敷均す。次に、振動ローラ
およびタイヤローラなどによりコンクリート面を転圧締
固めを行なう。次に、養生して目地の施工を行なった
後、コンクリート版が形成され、コンクリート舗装が完
成される。
The second construction method is a method called a compaction concrete construction method, and first, like the first construction method, a roadbed is formed. Next, the fresh concrete transported by the dump truck or the concrete mixer truck is received by the asphalt finisher, and the concrete is placed on the roadbed by the finisher and spread. Next, the concrete surface is compacted by rolling with a vibrating roller and a tire roller. Next, after curing and construction of joints, a concrete slab is formed and the concrete pavement is completed.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記第
1の工法では、型枠を設置したり大型機械の組立などを
するためコンクリート打設前の準備工程に手間や時間が
大きく費やされ、また、コンクリート面の仕上げまで4
〜5台の大型機械を要するため、大掛かりな設備が必要
となる不具合があり、更に、生コンクリートを運搬する
ため品質の管理も難しい不具合もあった。また、第2の
工法では、スランプがほぼゼロに近い超固練りコンクリ
ートを使用するため、コンクリートの混合方法,運搬時
間や運搬方法に細心の注意を払わなければならない不具
合があった。本発明は前記事情に鑑み案出されたもので
あって、本発明の目的は、コンクリート打設前の型枠設
置等準備工程が省け、大掛かりな設備を要せず、品質の
管理を簡単に行なえる等のコンクリート舗装の施工方法
を提供することにある。
However, in the above-mentioned first construction method, a large amount of labor and time are spent in the preparatory process before placing concrete in order to install a formwork or assemble a large machine. , Up to finishing of concrete surface 4
Since it requires ~ 5 large machines, there is a problem that large-scale equipment is required, and there is also a problem that quality control is difficult because fresh concrete is transported. Further, in the second construction method, since super-concrete concrete whose slump is almost zero is used, there is a problem in that careful attention must be paid to the concrete mixing method, the transportation time, and the transportation method. The present invention has been devised in view of the above circumstances, and an object of the present invention is to omit preparation steps such as formwork installation before placing concrete, do not require large-scale equipment, and easily manage quality. It is to provide a construction method for concrete pavement that can be performed.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
本発明は、路盤を形成し、この路盤上に骨材を敷均し、
敷均された骨材を回収しつつ、この骨材とセメントと水
とを混合して路盤上にコンクリートを打ち込んでいくよ
うにしたことを特徴とする。また、本発明は、路盤上に
骨材を敷均した後、この骨材に散水するようにしたこと
を特徴とする。また、本発明は、路盤上に骨材を敷均し
た後、この骨材を転圧するようにしたことを特徴とす
る。
In order to achieve the above-mentioned object, the present invention forms a roadbed, and spreads aggregate on the roadbed,
The feature is that while collecting the spread aggregate, the aggregate, cement, and water are mixed to drive the concrete on the roadbed. Further, the present invention is characterized in that after the aggregate is laid on the roadbed, water is sprinkled on the aggregate. Further, the present invention is characterized in that after the aggregate is laid on the roadbed, the aggregate is rolled.

【0006】[0006]

【実施例】以下、本発明の実施例を図面を参照して説明
する。図1乃至図3は本発明方法を説明するための施工
説明図を示す。先ず、図1に示すように、従来と同様
に、ブルドーザ1や均し機3によりに路床5の上に路盤
7を形成する。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 3 are construction explanatory diagrams for explaining the method of the present invention. First, as shown in FIG. 1, the roadbed 7 is formed on the roadbed 5 by the bulldozer 1 and the leveling machine 3 as in the conventional case.

【0007】次に、ダンプ等で運び込まれた骨材9を路
盤7上に投下し、ブルドーザ11および均し機3により
敷均す。この場合、骨材9は、施工するコンクリート舗
装の厚さ,品質に応じて材料の種類や量が決定される。
次に、図3に示すように、タイヤローラ13により骨材
9を路盤7上で転圧し散水する。
Next, the aggregate 9 carried by a dump or the like is dropped on the roadbed 7 and spread by the bulldozer 11 and the leveling machine 3. In this case, the type and amount of the material of the aggregate 9 are determined according to the thickness and quality of the concrete pavement to be constructed.
Next, as shown in FIG. 3, the tire roller 13 rolls the aggregate 9 on the roadbed 7 to spray water.

【0008】続いて、路盤7上に敷均された骨材9を回
収しつつ、この骨材9とセメントと水と混和剤を混合し
て路盤7上にコンクリート15を打ち込み、敷均す。こ
れら作業は敷均し機を走行させることで行ない、図4は
敷均し機の側面図、図5は同正面図、図6は同概略側面
図を示す。敷均し機21は車体23と左右一対のクロー
ラ25を備え、車体23の上部には敷均し機21の操舵
要員が、車体23の後部にはコンクリート打設要員が乗
車し、クローラ25を駆動させることで走行する。
Subsequently, while collecting the aggregate 9 laid on the roadbed 7, the aggregate 9 is mixed with cement, water and an admixture, and concrete 15 is poured onto the roadbed 7 and laid. These operations are performed by running the leveling machine. Fig. 4 is a side view of the leveling machine, Fig. 5 is a front view of the leveling machine, and Fig. 6 is a schematic side view of the leveling machine. The leveling machine 21 includes a vehicle body 23 and a pair of left and right crawlers 25. A steering person of the leveling machine 21 is placed on the upper portion of the vehicle body 23, and a concrete placing person is placed on the rear portion of the vehicle body 23 to move the crawler 25. It runs by driving.

【0009】図6に示すように、車体23の前部の下面
には、掻き込み羽根27が配設され、掻き込み羽根27
の後方で車体23の内部には、ベルトコンベア29、タ
ンク31、計量室33、ミキサー35が配設されてい
る。また、車体23の下面には、ミキサー35の後方に
臨ませて均し羽根37、荒ら仕上げスクリード39、バ
イブレータ41、仕上げスクリード43が上下方向,水
平方向に調節動可能に配設され、前記クローラ25の内
側で車体23の両側部分には、均し羽根37の左右側方
から後方にわたり側板45(図5)が垂設されている。
As shown in FIG. 6, a scraping blade 27 is provided on the lower surface of the front portion of the vehicle body 23.
A belt conveyor 29, a tank 31, a measuring chamber 33, and a mixer 35 are provided in the rear of the vehicle body 23. Further, on the lower surface of the vehicle body 23, a leveling blade 37, a rough finish screed 39, a vibrator 41, and a finish screed 43 facing the rear of the mixer 35 are disposed so as to be adjustable vertically and horizontally. Side plates 45 (FIG. 5) are vertically provided on both sides of the vehicle body 23 inside the crawler 25 from the left and right sides of the leveling blade 37 to the rear.

【0010】前記掻き込み羽根27は、路盤7上に敷均
された骨材9を車体23内に掻き込むもので、掻き込み
羽根27の前方には防塵布2701が配設されている。
前記ベルトコンベア29は、掻き込み羽根27で掻き込
まれた骨材9を後方に運搬しミキサー35内に投入落下
させるもので、後部が前部よりも上方に位置するように
斜めに配設されている。
The scraping blade 27 scrapes the aggregate 9 laid on the roadbed 7 into the vehicle body 23, and a dustproof cloth 2701 is arranged in front of the scraping blade 27.
The belt conveyor 29 conveys the aggregate 9 scraped by the scraping blade 27 backward and drops it into the mixer 35. The belt conveyor 29 is obliquely arranged so that the rear part is located above the front part. ing.

【0011】前記タンク31はセメントを貯蔵するセメ
ントタンク3101と、混和剤を貯蔵する混和剤タンク
3103と、水を貯蔵する水タンク3105とからな
り、各タンク31から所望量に計量されたセメント、混
和剤、水が計量室33に供給される。そして、計量室3
3内でこれらセメント、混和剤、水が骨材9の量に対応
した所望量に計量され、ミキサー35内に投下される。
The tank 31 comprises a cement tank 3101 for storing cement, an admixture tank 3103 for storing an admixture, and a water tank 3105 for storing water. Cement measured in a desired amount from each tank 31, The admixture and water are supplied to the measuring chamber 33. And weighing room 3
These cement, admixture, and water are weighed in 3 to a desired amount corresponding to the amount of the aggregate 9, and are dropped in the mixer 35.

【0012】ミキサー35は投下されたセメント、混和
剤、水、骨材9を受け入れるケーシング3501を備
え、ケーシング3501内には撹拌羽根3503が回動
可能に設けられ、撹拌羽根3503によりセメント、混
和剤、水、骨材9が十分に練り上げられたコンクリート
15がケーシング3501の下部から路盤7上に打設さ
れる。路盤7上に打設されたコンクリート15は均し羽
根37の回転により車体23の左右に敷均され、更に、
車両と共に移動する荒ら仕上げスクリード39、バイブ
レータ41、仕上げスクリード43により敷均されてい
く。
The mixer 35 is provided with a casing 3501 for receiving the dropped cement, admixture, water, and aggregate 9. A stirring blade 3503 is rotatably provided in the casing 3501. The stirring blade 3503 allows the cement and admixture to be mixed. Concrete 15 in which water and aggregate 9 are sufficiently kneaded is cast from the lower part of the casing 3501 onto the roadbed 7. The concrete 15 cast on the roadbed 7 is spread on the left and right of the vehicle body 23 by the rotation of the leveling blades 37.
The rough finish screed 39, the vibrator 41, and the finish screed 43, which move with the vehicle, are spread.

【0013】コンクリート15が敷均された後、従来の
転圧コンクリート工法と同様に、振動ローラによりコン
クリート面を転圧する。そして、養生して目地の施工を
行なった後、コンクリート版が形成され、コンクリート
舗装が完成される。
After the concrete 15 is leveled, the concrete surface is compacted by the vibrating roller as in the conventional compacting concrete construction method. Then, after curing and construction of joints, a concrete slab is formed and the concrete pavement is completed.

【0014】このように本実施例に係る施工方法によれ
ば、型枠や大型機械の準備を要しないため、従来のコン
クリート打設前の準備工程を省ける。また、コンクリー
ト15の配合と、打設、敷均しを1台の敷均し機21で
行なえるので、コンクリート面の仕上げまで従来の如く
多種の機械を要せず、必要最小限の設備でコンクリート
舗装を施工できるようになる。また、コンクリート打設
箇所の上方で、セメント、混和剤、水、骨材9の混合を
行なうので、コンクリートの品質管理等が簡単となり、
従来の如く、コンクリートの運搬時間や運搬方法に注意
を要する不具合を解消できる。
As described above, according to the construction method of this embodiment, it is not necessary to prepare a mold or a large machine, and thus the conventional preparation step before concrete pouring can be omitted. Further, since the mixing of the concrete 15, the pouring and the leveling can be performed by one leveling machine 21, various machines are not required until the finishing of the concrete surface, and the minimum necessary equipment is required. Be able to construct concrete pavement. Moreover, since the cement, the admixture, the water, and the aggregate 9 are mixed above the place where the concrete is placed, the quality control of the concrete becomes easy,
As in the past, it is possible to solve the problem that requires attention to the time and method of transporting concrete.

【0015】また、予め骨材9のみを路盤7上に敷均し
ておき、この骨材9を回収しつつセメント、混和剤、水
との混合を行なうので、敷均し機21をコンパクトに構
成することができ、敷均し機21の取り回しが便利とな
る。また、実施例では、路盤7上に投下した骨材9に散
水するようにしたので、ミキサー35内において、骨材
9とセメント、混和剤、水との混合作業が効率良く行な
われる。また、路盤7上に投下した骨材9を転圧するよ
うにしたので、この部分を車両が通過する場合、或は、
歩行する場合等に、通常の地面と変わらずに支障を来す
ことがない。
Further, since only the aggregate 9 is laid on the roadbed 7 in advance and the aggregate 9 is mixed with the cement, the admixture and the water, the laying machine 21 can be made compact. The flattening machine 21 can be conveniently constructed. Further, in the embodiment, since the water is sprayed on the aggregate 9 dropped on the roadbed 7, the mixing work of the aggregate 9 with the cement, the admixture, and the water is efficiently performed in the mixer 35. Further, since the aggregate 9 dropped on the roadbed 7 is rolled, when the vehicle passes through this portion, or
When walking, it does not interfere with the normal ground.

【0016】尚、路盤7上に敷均された骨材9を回収し
つつ、この骨材9とセメントと水とを混合し、路盤7上
にコンクリート15を打ちむ機械は種々の構造が考えら
れ、実施例の敷均し機21に限定されない。
Various structures are conceivable for a machine for collecting the aggregate 9 laid on the roadbed 7, mixing the aggregate 9 with cement and water, and driving the concrete 15 on the roadbed 7. However, it is not limited to the leveling machine 21 of the embodiment.

【0017】[0017]

【発明の効果】以上の説明で明らかなように本発明に係
るコンクリート舗装の施工方法によれば、路盤上に骨材
を敷均し、敷均された骨材を回収しつつ、この骨材とセ
メントと水とを混合して路盤上にコンクリートを打ち込
んでいくようにしたので、コンクリート打設前の準備工
程を省け、大掛かりな設備を要せず、コンクリートの品
質管理を簡単に行なうことが可能となる。
As is clear from the above description, according to the concrete pavement construction method of the present invention, the aggregate is laid on the roadbed, and the aggregate is collected while the aggregate is collected. Since it was designed to mix concrete with cement and water and to drive concrete onto the roadbed, the preparation process before placing concrete can be omitted, large equipment is not required, and concrete quality control can be performed easily. It will be possible.

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

【図1】路盤を形成するための説明図である。FIG. 1 is an explanatory diagram for forming a roadbed.

【図2】骨材を路盤に敷均す説明図である。FIG. 2 is an explanatory view of laying aggregate on a roadbed.

【図3】路盤上に敷均された骨材を回収し、この骨材と
セメントと水とを混合して路盤上にコンクリートを打ち
込む説明図である。
FIG. 3 is an explanatory view of collecting the aggregate laid on the roadbed, mixing the aggregate, cement, and water, and driving concrete into the roadbed.

【図4】敷均し機の側面図である。FIG. 4 is a side view of the spreader.

【図5】敷均し機の正面図である。FIG. 5 is a front view of the spreader.

【図6】敷均し機の概略側面図である。FIG. 6 is a schematic side view of the leveling machine.

【符号の説明】[Explanation of symbols]

5 路床 7 路盤 9 骨材 21 敷均し機 27 掻き込み羽根 29 ベルトコンベア 31 タンク 33 計量室 35 ミキサー 37 均し羽根 39,43 スクリード 5 Roadbed 7 Roadbed 9 Aggregate 21 Leveling machine 27 Scraping blade 29 Belt conveyor 31 Tank 33 Measuring chamber 35 Mixer 37 Leveling blade 39,43 Screed

───────────────────────────────────────────────────── フロントページの続き (72)発明者 金森 三郎 東京都渋谷区千駄ヶ谷4丁目6番15号 株 式会社フジタ内 (72)発明者 野崎 正志 東京都渋谷区千駄ヶ谷4丁目6番15号 株 式会社フジタ内 (72)発明者 有次 隆 東京都中央区日本橋3−15−8 フジタ道 路株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Saburo Kanamori 4-6-15 Sendagaya, Shibuya-ku, Tokyo Fujita Co., Ltd. (72) Inventor Masashi Nozaki 4-6-15 Sendagaya, Shibuya-ku, Tokyo Share ceremony Company Fujita (72) Inventor Takashi Ariji Fujita Road Co., Ltd. 3-15-8 Nihonbashi, Chuo-ku, Tokyo

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 路盤を形成し、 この路盤上に骨材を敷均し、 敷均された骨材を回収しつつ、この骨材とセメントと水
とを混合して路盤上にコンクリートを打ち込んでいくよ
うにした、 ことを特徴とするコンクリート舗装の施工方法。
1. A roadbed is formed, and an aggregate is laid on the roadbed. While collecting the laid aggregate, the aggregate is mixed with cement and water and concrete is poured onto the roadbed. A concrete pavement construction method characterized by the following:
【請求項2】 路盤上に骨材を敷均した後、この骨材に
散水するようにしたことを特徴とする請求項1記載のコ
ンクリート舗装の施工方法。
2. The method for constructing concrete pavement according to claim 1, wherein the aggregate is laid on the roadbed and then water is sprinkled on the aggregate.
【請求項3】 路盤上に骨材を敷均した後、この骨材を
転圧するようにしたことを特徴とする請求項1または2
記載のコンクリート舗装の施工方法。
3. The method according to claim 1, wherein after the aggregate is laid on the roadbed, the aggregate is rolled.
The concrete pavement construction method described.
JP13776592A 1992-04-28 1992-04-28 Concrete paving construction method Pending JPH05306505A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13776592A JPH05306505A (en) 1992-04-28 1992-04-28 Concrete paving construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13776592A JPH05306505A (en) 1992-04-28 1992-04-28 Concrete paving construction method

Publications (1)

Publication Number Publication Date
JPH05306505A true JPH05306505A (en) 1993-11-19

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Application Number Title Priority Date Filing Date
JP13776592A Pending JPH05306505A (en) 1992-04-28 1992-04-28 Concrete paving construction method

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441467B1 (en) * 2000-11-27 2004-08-02 이화성업주식회사 Apparatus for nonskid band on road and the method of nonskid band on road by using the same
CN105780777A (en) * 2016-04-18 2016-07-20 新疆额尔齐斯河流域开发工程建设管理局 Multifunctional concrete joint-making machine
CN114457657A (en) * 2022-01-28 2022-05-10 长沙理工检测咨询有限责任公司 Concrete casting mold for road

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100441467B1 (en) * 2000-11-27 2004-08-02 이화성업주식회사 Apparatus for nonskid band on road and the method of nonskid band on road by using the same
CN105780777A (en) * 2016-04-18 2016-07-20 新疆额尔齐斯河流域开发工程建设管理局 Multifunctional concrete joint-making machine
CN105780777B (en) * 2016-04-18 2018-05-25 新疆额尔齐斯河流域开发工程建设管理局 A kind of multifunctional concrete system stitches machine
CN114457657A (en) * 2022-01-28 2022-05-10 长沙理工检测咨询有限责任公司 Concrete casting mold for road
CN114457657B (en) * 2022-01-28 2024-03-22 长沙理工检测咨询有限责任公司 Concrete casting mold for road

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