JPH0623441B2 - Roadbed material - Google Patents
Roadbed materialInfo
- Publication number
- JPH0623441B2 JPH0623441B2 JP59080138A JP8013884A JPH0623441B2 JP H0623441 B2 JPH0623441 B2 JP H0623441B2 JP 59080138 A JP59080138 A JP 59080138A JP 8013884 A JP8013884 A JP 8013884A JP H0623441 B2 JPH0623441 B2 JP H0623441B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- coral
- ready
- roadbed
- cement
- 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
Links
- 239000000463 material Substances 0.000 title claims description 17
- 235000014653 Carica parviflora Nutrition 0.000 claims description 19
- 241000243321 Cnidaria Species 0.000 claims description 19
- 239000004568 cement Substances 0.000 claims description 12
- 239000004575 stone Substances 0.000 claims description 12
- 239000004576 sand Substances 0.000 claims description 7
- 235000019738 Limestone Nutrition 0.000 claims description 5
- 239000006028 limestone Substances 0.000 claims description 5
- 239000000843 powder Substances 0.000 claims description 5
- 238000005406 washing Methods 0.000 claims description 4
- 239000002440 industrial waste Substances 0.000 description 4
- 239000010426 asphalt Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 230000006378 damage Effects 0.000 description 2
- 239000010410 layer Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000009490 roller compaction Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Description
【発明の詳細な説明】 〔発明の技術分野〕 本発明は、生コン工場から発生する産業廃棄物である生
コンクリートの残り、いわゆる戻り生コンを有効的に道
路の路盤材として再生利用するための発明に関する。Description: TECHNICAL FIELD OF THE INVENTION The present invention is an invention for effectively reclaiming the rest of ready-mixed concrete, which is industrial waste generated from ready-mixed concrete factories, so-called return ready-mixed concrete, as roadbed material for roads. Regarding
従来、土木及び建築工事において発生する多量の生コン
の残りは、産業廃棄物として現在埋め立て用として用い
られたり、または空き地等に不法に投棄されており、自
然及び生活環境の破壊等で大きな会社問題となってい
た。Conventionally, a large amount of raw concrete remaining in civil engineering and construction work is currently used as industrial waste for land reclamation or illegally dumped in vacant land, etc., which is a major company problem due to destruction of nature and living environment. It was.
そこで、戻り生コンを廃棄しないで再利用を図り、例え
ば戻り生コンから大型ブロック(重量500 kg)を製造し
て戻り生コンの処理をしているが、それも限界があっ
た。Therefore, we try to reuse the recycled ready-mixed concrete without discarding it, for example, a large block (weight 500 kg) is manufactured from the returned ready-mixed concrete to process the returned fresh-mixed concrete, but there was a limit.
すなわち、大型ブロックを多量に生産してもヤードもな
く使用する場所も限られ、また2次製品として販売もで
きない。それに生コンがオーバーミックスしており強度
が低く、公共工事のブロック積工にも認められない。In other words, even if a large number of large blocks are produced in a large amount, there are few places where they can be used without a yard, and they cannot be sold as secondary products. In addition, the ready-mixed concrete is overmixed and its strength is low, and it is not accepted for block construction in public works.
また、未固化の戻り生コンはそのままにしておくと固ま
ってしまいその処理が困難であり、未固化、固化の戻り
生コンは処理に困るものであった。Further, if the unsolidified returned green concrete is left as it is, it is hard to treat it, and the unsolidified and solidified returned raw concrete is difficult to process.
このような戻り生コンの砕石、砂、セメントを分離して
回収し、再び生コンとして再利用する方法も一部で行わ
れているが、その回収コストがかさみ経済的でないばか
りでなく、砕石と砂とは分離回収できてもセメント分は
依然として残り、砂や砕石から完全にセメント分を除去
することは難しく、このため、戻り生コンの処分に極め
て困難をきたしていた。Although some methods of separating and recovering crushed stones, sand, and cement of such recycled ready-mixed concrete and reusing them as ready-mixed concrete are also used, not only is the recovery cost bulky and uneconomical, but also crushed stone and sand However, even if it can be separated and recovered, the cement content still remains, and it is difficult to completely remove the cement content from sand and crushed stone, and therefore, it has been extremely difficult to dispose of the recycled concrete.
したがって従来の戻り生コンは、産業廃棄物の不法投棄
及び自然環境や生活環境の破壊等の問題をもたらしてい
た。Therefore, the conventional recycled ready-mixed concrete brings problems such as illegal dumping of industrial waste and destruction of natural environment and living environment.
本発明は、上記従来の欠点に鑑み、戻り生コンを路盤材
として活用し、その有効利用を図れるようにした路盤材
を提供することを目的とする。The present invention has been made in view of the above-mentioned conventional drawbacks, and an object of the present invention is to provide a roadbed material in which the recycled green concrete is utilized as a roadbed material and the effective use thereof can be achieved.
上記目的は本発明によれば、セメントと砕石と砂とから
なる生コンクリートを洗浄してセメントを洗い落として
残った残材と、隆起珊瑚礁石灰岩の石粉とを3対7乃至
7対3に混合したことを特徴とする路盤材により達成さ
れる。According to the present invention, the above-mentioned object was obtained by mixing the raw material of the cement, the crushed stone, and the sand, which was left after the cement was washed off, and the stone powder of the raised coral reef limestone, in a ratio of 3: 7 to 7: 3. It is achieved by a roadbed material characterized in that
以下、図面に従って本発明の一実施例について説明す
る。An embodiment of the present invention will be described below with reference to the drawings.
通常、生コン工場から出荷される生コンは、砕石、砂、
セメントが4:2:1の割合で混合される。この生コン
を現場で使用し、使い切れずに残った生コンすなわち戻
り生コンまたは戻しコンクリートから後で第2図で説明
するようにセメントを洗い、琉球石灰岩(隆起珊瑚礁石
灰岩)の砕粉(石粉または流しコーラルと通称する。以
下コーラルという)を加えて混合する。洗浄した戻しコ
ンクリートとコーラルとの割合は3:7とする。Usually, the ready-mixed concrete shipped from the ready-mixed concrete plant is crushed stone, sand,
The cement is mixed in a ratio of 4: 2: 1. This raw concrete is used in the field, and the cement is washed from the remaining raw concrete that has not been used up, that is, the returned raw concrete or the returned concrete, as described later in Fig. 2, and the crushed powder (stone powder or sink coral) of Ryukyu limestone (raised coral reef limestone) is washed. (Hereinafter referred to as coral), and mixed. The ratio of washed back concrete to coral is 3: 7.
ここで、コーラルとはコーラルリーフロック(coral ree
frocks)のことで、海生の石灰岩のことである。俗に
「いしぐう」と呼ばれ微細粒子(石灰質の粉末状)のも
のから大径の塊状のもので構成されている。珊瑚礁から
なる岩石という意味からコーラルの名称で呼ばれてい
る。Here, coral is a coral reef rock.
frocks) refers to marine limestone. It is commonly called "Ishigu" and is composed of fine particles (calcium powder) to large-sized lumps. It is called coral because it is a rock made of coral reefs.
次にコーラルの成分は、採取地域により微妙に異なるが
代表的な化学組成について表示する。Next, the chemical composition of coral is shown, though it differs slightly depending on the collection area, but its typical chemical composition.
以上のように構成された路盤材を、第1図に示すように
道路アスファルト舗装をする場合、土4を切り土または
盛り土し、その地盤を大型ローラで転圧し、締め固めた
上に所定の設計厚さに後述する路盤材をグレーダで敷均
し同じくローラ転圧で締め固め作業を実施し、下層路盤
3を仕上げ、その上にさらに所定の設計厚さのクラッシ
ャーラン(所要の粒径に砕石したもの)を敷均し、ロー
ラ転圧を行い上層路盤2を仕上げ、その上にアスファル
トを敷いて転圧仕上げを行い、表層路盤1を形成するも
のである。 When the roadbed material constructed as described above is used for road asphalt pavement as shown in FIG. 1, the soil 4 is cut or filled, and the ground is compacted by a large roller, compacted, and then fixed to a predetermined size. The roadbed material, which will be described later, is laid with a grader to the design thickness, and the work is similarly compacted by roller compaction to finish the lower layer roadbed 3, and then a crusher run with a predetermined design thickness (crushed stones to the required particle size). The surface layer roadbed 1 is formed by laying the ground material) and rolling the rollers to finish the upper layer roadbed 2 and laying asphalt on it to perform the roller compaction.
第2図は、戻り生コンからセメント分を洗浄してコーラ
ルを添加する工程を示す。FIG. 2 shows a step of washing the cement component from the recycled green concrete and adding coral.
生コン工場から出荷した生コンは、工事現場に運ばれ
た打設される。打設された残りは、戻りコンクリート
として、戻り生コン洗浄場にて洗浄されたセメント分
が洗い流される。The ready-mixed concrete shipped from the ready-mixed concrete factory is transported to the construction site and placed there. The remaining casted material is used as return concrete, and the cement component washed at the return ready-mixed concrete washing place is washed away.
セメント分が洗い流された生コンは、トラックにて運搬
され次の工程で荷卸しされる。The ready-mixed concrete from which the cement content has been washed away is transported by truck and unloaded in the next step.
一方、コーラル(石粉)は、コーラル鉱山で採掘さ
れ、トラックで運搬されて、前記戻り生コンの荷卸し場
に運ばれる。それぞれの荷卸し場に運ばれたコーラ
ル及び生コンは、ベルトコンベアにて、各材料計量器
に運ばれ、所定の割合に混合ミキサーで混合される。
洗浄生コンすなわち砕石と砂に対してコーラルが混合さ
れた路盤材は、第1図に示す断面構成道路の下層路盤
3を形成するように敷設する。On the other hand, coral (stone dust) is mined in a coral mine, transported by a truck, and transported to the unloading site for the above-mentioned return ready-mixed concrete. The coral and ready-mixed concrete carried to each unloading place are carried to each material measuring device by the belt conveyor and mixed by a mixing mixer at a predetermined ratio.
The washed green concrete, that is, the roadbed material in which crushed stone and sand are mixed with coral, is laid so as to form the lower roadbed 3 of the road having the cross-section shown in FIG.
以上で説明した本発明の実施例において、戻しコンクリ
ートとコーラルとの混合比率を3:7として示したが、
これは前記したように使用するコーラル採取地域による
成分の違いや道路の通水率その他の条件に応じて変える
ことができ、例えば戻しコンクリートとコーラルとの混
合比率を3:7乃至7:3などのようにしても本発明を
実施することができる。In the embodiment of the present invention described above, the mixing ratio of the return concrete and the coral is shown as 3: 7.
This can be changed according to the difference in composition depending on the coral extraction area used, the water passage rate of the road and other conditions as described above. For example, the mixing ratio of return concrete and coral is 3: 7 to 7: 3. The present invention can be implemented even in such a case.
以上のように構成された本発明の路盤材によれば、従来
産業廃棄物となった戻りコンの有効利用が図れるととも
に、耐摩耗性やCBRが従来の路盤材に比べ大幅に向上
する。According to the roadbed material of the present invention configured as described above, it is possible to effectively use the return concrete that has been conventionally industrial waste, and the wear resistance and CBR are significantly improved as compared with the conventional roadbed material.
第1図は路盤材に使用した場合の一般的な道路断面図、 第2図は製造工程図である。 1……表層路盤(アスファルト)、 2……上層路盤(クラッシャーラン)、 3……下層路盤(路盤材)、 4……土. FIG. 1 is a general road sectional view when used as a roadbed material, and FIG. 2 is a manufacturing process drawing. 1 ... Surface roadbed (asphalt), 2 ... Upper roadbed (crusher run), 3 ... Lower roadbed (roadbed material), 4 ... Soil.
Claims (1)
ートを洗浄してセメントを洗い落として残った残材と、
隆起珊瑚礁石灰岩の石粉とを3対7乃至7対3に混合し
たことを特徴とする路盤材。1. A residual material remaining after washing away cement by washing fresh concrete consisting of cement, crushed stone and sand.
Roadbed material characterized by mixing up to coral reef limestone stone powder in a ratio of 3: 7 to 7: 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59080138A JPH0623441B2 (en) | 1984-04-23 | 1984-04-23 | Roadbed material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP59080138A JPH0623441B2 (en) | 1984-04-23 | 1984-04-23 | Roadbed material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6183701A JPS6183701A (en) | 1986-04-28 |
| JPH0623441B2 true JPH0623441B2 (en) | 1994-03-30 |
Family
ID=13709890
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP59080138A Expired - Fee Related JPH0623441B2 (en) | 1984-04-23 | 1984-04-23 | Roadbed material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0623441B2 (en) |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5494722A (en) * | 1978-01-10 | 1979-07-26 | Nippon Hodo | Roadbed material |
| JPS56128804A (en) * | 1980-03-14 | 1981-10-08 | Manabu Kodaira | Lower subbase material |
-
1984
- 1984-04-23 JP JP59080138A patent/JPH0623441B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6183701A (en) | 1986-04-28 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |