JPH0623442B2 - Roadbed material - Google Patents
Roadbed materialInfo
- Publication number
- JPH0623442B2 JPH0623442B2 JP60023273A JP2327385A JPH0623442B2 JP H0623442 B2 JPH0623442 B2 JP H0623442B2 JP 60023273 A JP60023273 A JP 60023273A JP 2327385 A JP2327385 A JP 2327385A JP H0623442 B2 JPH0623442 B2 JP H0623442B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- roadbed
- coral
- waste material
- roadbed material
- 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 - Lifetime
Links
- 239000000463 material Substances 0.000 title claims description 24
- 239000002699 waste material Substances 0.000 claims description 23
- 235000014653 Carica parviflora Nutrition 0.000 claims description 15
- 241000243321 Cnidaria Species 0.000 claims description 15
- 239000002245 particle Substances 0.000 claims description 9
- 239000004568 cement Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 235000019738 Limestone Nutrition 0.000 claims description 3
- 239000006028 limestone Substances 0.000 claims description 3
- 239000000843 powder Substances 0.000 claims description 3
- 239000010426 asphalt Substances 0.000 description 11
- 238000012876 topography Methods 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 239000010410 layer Substances 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 239000010419 fine particle Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
- 238000005406 washing Methods 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,コンクリート廃材等を用いた道路の路盤材に
関するものである。Description: TECHNICAL FIELD OF THE INVENTION The present invention relates to a roadbed material for a road using concrete waste material or the like.
近年,コンクリート建造物の発達に伴ってコンクリート
の使用割合が木材等に比べて飛躍的に延びてきたが,コ
ンクリート建造物の耐用年数は60年といわれているが,
それ以前であっても老朽化により取壊し,建替えにより
建築物に使われていたコンクリートの廃材が多量に発生
している。従来これらのコンクリート廃材は,埋立地又
は空地等に不法に投棄されていた。しかしながら,この
ように不法に投棄されたコンクリート廃材は,自然環境
及び生活環境を破壊し,子供の危険な遊び場ともなり,
大きな社会問題となっている。In recent years, with the development of concrete structures, the proportion of concrete used has dramatically increased compared to wood, etc., but the useful life of concrete structures is said to be 60 years.
Even before that, it was demolished due to aging, and a large amount of waste concrete used for buildings was generated due to rebuilding. Conventionally, these concrete waste materials have been illegally dumped in landfills or open spaces. However, such illegally dumped concrete waste material destroys the natural environment and the living environment, and becomes a dangerous playground for children.
It is a big social problem.
本発明は,上記従来の欠点に鑑み,これらのコンクリー
ト建造物の廃材中からコンクリート,鉄筋,木材等を各
々分離し,分類されたコンクリート廃材を道路を路盤材
として用いることにより,強度耐用年数のすぐれた路盤
材及びその製造方法を,提供することを目的とするもの
である。In view of the above-mentioned conventional drawbacks, the present invention separates concrete, rebar, wood, etc. from the waste materials of these concrete structures, and uses the classified concrete waste materials as roadbed materials to improve the strength and useful life. It is an object of the present invention to provide an excellent roadbed material and a manufacturing method thereof.
上記目的は本発明によれば、コンクリート建造物を取り
壊した40mm以下の粒径のコンクリート廃材と、生コ
ンからセメント分を除去した残コンと、隆起珊瑚礁石灰
岩の石粉とを有する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 is characterized by having a concrete waste material having a particle size of 40 mm or less, which is obtained by demolishing a concrete structure, residual concrete obtained by removing cement components from raw concrete, and stone powder of raised coral reef limestone. Achieved by wood.
以下本発明の実施例について図面を参照しながら詳述す
る。Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.
第1図は,本発明の路盤材を用いたアスファルト舗装道
路の断面図である。同図において,1は本発明の路盤材
であり,2は上層路であり,3はアスファルトであり,
4はガードレールであり,5a,5bは側溝である。ま
た,点線はアスファルト舗装道路にする前の元の地形6
の断面を示す。FIG. 1 is a sectional view of an asphalt paved road using the roadbed material of the present invention. In the figure, 1 is a roadbed material of the present invention, 2 is an upper layer road, 3 is asphalt,
4 is a guard rail, and 5a and 5b are gutters. The dotted line shows the original topography before the asphalt paved road 6
The cross section of is shown.
このようなアスファルト舗装道路を作る為には,先ず元
の地形6を切土または,盛土して大型トレーラで転圧し
締め固めた水平な地盤とし(実際には雨水等の排水の為
道路の中心7から両側に側溝5a,5bまで2%の傾斜
を設ける為若干の傾斜を付ける),この締め固めた地盤
上に所定の設計厚さに本発明の路盤材1をグレーダで敷
均し,さらにローラーで転圧して路盤材1の締め固め作
業を実施する。次に路盤材1上に所要の粒径に砕石され
た上層路盤2をローラーで転圧して所定の設計厚さに
し,その上にアスファルト(表層路盤)を敷いて,ロー
ラーで転圧仕上げを行うものである。In order to make such an asphalt paved road, first, the original topography 6 is cut or embanked and then compacted by a large-sized trailer and compacted to form a horizontal ground (actually the center of the road for drainage of rainwater etc. 7 to both sides of the gutters 5a and 5b with a 2% inclination so that a slight inclination is provided.) On this compacted ground, the roadbed material 1 of the present invention is spread with a grader to a predetermined design thickness, and further Rolling is performed with a roller to compact the roadbed material 1. Next, the upper layer roadbed 2 crushed to the required particle size on the roadbed material 1 is rolled by a roller to a predetermined design thickness, asphalt (surface layer roadbed) is laid on it, and rolling finish is performed by the roller. It is a thing.
以上のような構造のアスファルト舗装に用いられる本発
明の路盤材の成分はコンクリート廃材,残コン,コーラ
ルで構成されている。The components of the roadbed material of the present invention used for the asphalt pavement having the above-described structure are concrete waste materials, residual concrete, and coral.
ここで,コーラルとはコーラルリーフロック(coral re
efrocks )のことで,海成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。サンゴ礁か
らなる岩石という意からコーラルの名称で呼ばれてい
る。また,残コンとは砕石,砂,セメントとが適当な割
合で混合されたコンクリートの残り,すなわち戻り生コ
ンまたは戻しコンクリートからセメントを洗い落した残
りの砕石,砂のことをいう。Here, coral means coral reef rock.
efrocks) 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. Further, the residual concrete refers to the remainder of concrete in which crushed stone, sand and cement are mixed in an appropriate ratio, that is, the residual crushed stone and sand obtained by washing the cement from the recycled green concrete or returned concrete.
このようなコーラルと残コンとにコンクリート廃材はコ
ーラル2,残コン2に対してコンクリート廃材6の割合
で混合されている。また残コンの粒径は20mm以下であ
り,コンクリート廃材は粒径40mm以下に砕いたものが使
用されている。The concrete waste material is mixed with the coral 2 and the residual concrete 2 in the ratio of the concrete waste material 6 to the coral 2 and the residual concrete 2. The particle size of the remaining concrete is 20 mm or less, and the concrete waste is crushed to a particle size of 40 mm or less.
以上のような粒径40mm以下のコンクリート廃材を作成す
るにはコンクリート廃材を振動フィーダにより選別し,
粒径40mm以下のコンクリート廃材は路盤材1として使用
されるべく搬送され,粒径40mm以上のコンクリート廃材
はベルトコンベアによって搬送され,ロールクラッシャ
によって40mm以下のコンクリート廃材に砕石され上述と
同様に路盤材1として使用されるべく混合装置(ミキシ
ングプラント)に搬送される。In order to create concrete waste material with a particle size of 40 mm or less, select the concrete waste material with a vibration feeder,
Concrete waste material with a particle size of 40 mm or less is transported to be used as roadbed material 1, concrete waste material with a particle size of 40 mm or more is transported by a belt conveyor, and is crushed into concrete waste material of 40 mm or less by a roll crusher. It is conveyed to a mixing device (mixing plant) so that it may be used as 1.
混合装置には上述の40mm以下の粒径のコンクリート廃材
が入れられるホッパーとコーラルが入れるホッパーと残
コンが入れられるホッパーとを有しており,各ホッパー
の下部のミキサへの搬送ベルトに単位時間当り定められ
た容量のコーラル,残コン,コンクリート廃材を落下さ
せることにより,コーラル2,残コン2,コンクリート
廃材6の比率に路盤材1の材料を設定することができ
る。搬送ベルトに載せられた路盤材1の材料は混合機の
上方に送られ,混合機内に落下させることにより納入さ
れ,混合機内で充分ミキシングされた後,トラック等に
より道路工場現場に運ばれる。The mixing device has a hopper that can hold the above-mentioned concrete waste material with a particle size of 40 mm or less, a hopper that can hold coral, and a hopper that can hold residual condensate. The material of the roadbed material 1 can be set to the ratio of the coral 2, the remaining concrete 2, and the concrete waste material 6 by dropping the coral, the remaining concrete, and the concrete waste material of the determined volume. The material of the roadbed material 1 placed on the conveyor belt is delivered to the upper side of the mixer and dropped into the mixer, delivered, mixed sufficiently in the mixer, and then transported to a road factory site by a truck or the like.
したがって,本発明の路盤材1は混合機によりコーラル
と残コンとコンクリート廃材とが充分に混合されたもの
であり,その混合比率の路盤材1は従来の路盤材に比べ
て乾燥度,強度ともすぐれたものである。Therefore, the roadbed material 1 of the present invention is one in which coral, residual concrete, and concrete waste material are sufficiently mixed by a mixer, and the roadbed material 1 having a mixing ratio has a higher degree of dryness and strength than a conventional roadbed material. It is excellent.
尚,本発明の実施例は以上に限るわけではなく,アスフ
ァルト舗装道路は,必ずしも第1図に示すように上層路
盤2を用いない構造の道路であっても設計条件によって
本発明の路盤材製造装置によって製造された路盤材1を
用いることができることは勿論である。The embodiment of the present invention is not limited to the above, and even if the asphalt paved road is a road not having the upper roadbed 2 as shown in FIG. Of course, the roadbed material 1 manufactured by the apparatus can be used.
以上詳細に説明したように本発明によれば,自然環境の
破壊等の社会問題を引き起していたコンクリート建造物
の廃材,コーラル,残コンを配合してアスファルト舗装
道路の路盤材として用いることにより,有効かつ再利用
することができ,しかもコンクリート廃材6に対してコ
ーラル2,残コン2の割合で混合した路盤材を用いたア
スファルト舗装道路は従来の道路に比べて排水性,強度
共にすぐれたものである。As described in detail above, according to the present invention, the waste material of the concrete structure, the coral, and the residual concrete, which have caused social problems such as the destruction of the natural environment, are mixed and used as the subbase material of the asphalt paved road. As a result, the asphalt pavement road that is effective and can be reused, and that uses the roadbed material mixed with the concrete waste material 6 in the ratio of coral 2 and residual concrete 2 has better drainage and strength than conventional roads. It is a thing.
図は,本発明の路盤材を用いたアスファルト舗装道路の
断面図である。 1……路盤材 2……上層路盤 3……アスファルト 4……ガードレール 5a,5b……側溝 6……地形 7……中心The figure is a cross-sectional view of an asphalt paved road using the roadbed material of the present invention. 1 …… Road material 2 …… Upper roadbed 3 …… Asphalt 4 …… Guardrails 5a, 5b …… Gutters 6 …… Topography 7 …… Center
Claims (1)
以下の粒径のコンクリート廃材と、生コンからセメント
分を除去した残コンと、隆起珊瑚礁石灰岩の石粉とを有
することを特徴とする路盤材。1. A 40 mm deconstructed concrete structure
A roadbed material comprising: a concrete waste material having the following particle size, a residual concrete obtained by removing cement from a raw concrete, and a stone powder of a raised coral reef limestone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60023273A JPH0623442B2 (en) | 1985-02-07 | 1985-02-07 | Roadbed material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60023273A JPH0623442B2 (en) | 1985-02-07 | 1985-02-07 | Roadbed material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61183505A JPS61183505A (en) | 1986-08-16 |
| JPH0623442B2 true JPH0623442B2 (en) | 1994-03-30 |
Family
ID=12105994
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60023273A Expired - Lifetime JPH0623442B2 (en) | 1985-02-07 | 1985-02-07 | Roadbed material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0623442B2 (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 |
-
1985
- 1985-02-07 JP JP60023273A patent/JPH0623442B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61183505A (en) | 1986-08-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |