JPH02204352A - Aggregate of concrete building and production of aggregate thereof - Google Patents
Aggregate of concrete building and production of aggregate thereofInfo
- Publication number
- JPH02204352A JPH02204352A JP1023558A JP2355889A JPH02204352A JP H02204352 A JPH02204352 A JP H02204352A JP 1023558 A JP1023558 A JP 1023558A JP 2355889 A JP2355889 A JP 2355889A JP H02204352 A JPH02204352 A JP H02204352A
- Authority
- JP
- Japan
- Prior art keywords
- aggregate
- asphalt
- concrete
- main body
- reaction
- 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.)
- Granted
Links
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/16—Waste materials; Refuse from building or ceramic industry
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Civil Engineering (AREA)
- Ceramic Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野〕
本発明は、コンクリート建造物の骨材および同骨材の製
造方法に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to an aggregate for concrete buildings and a method for producing the aggregate.
ビルディングや橋桁などのコンクリート建造物に用いら
れるコンクリートは、砂、砂利、砕石などの骨材をセメ
ントペーストにより結合したものであって、必要に応じ
てAE剤、急結剤、防水剤などや混和剤が混合されてい
る。そして、このようなコンクリートは鉄筋により補強
されている。Concrete used in concrete structures such as buildings and bridge girders is made by bonding aggregates such as sand, gravel, and crushed stone with cement paste, and may be mixed with AE agents, quick-setting agents, waterproofing agents, etc. as necessary. agents are mixed. This kind of concrete is reinforced with steel bars.
しかし、コンクリートは、セメントペーストに含まれる
苛性ソーダや消石灰などのアルカリ成分や水、骨材に含
まれる反応性シリカなどが所謂アルカリ骨材反応を起こ
し、珪酸ソーダや珪酸カルシウムの水和物などを生成し
、コンクリートに亀裂や剥離、さらには脱落を生じるこ
とがある。そこで、従来はコンクリートの打設に先立っ
て反応性シリカなどを分析していたが、その作業が煩わ
しいばかりでなく骨材の確保が難しいという問題があっ
た。However, in concrete, alkaline components such as caustic soda and slaked lime contained in the cement paste, water, and reactive silica contained in the aggregate cause a so-called alkaline aggregate reaction, producing hydrates of sodium silicate and calcium silicate. However, the concrete may crack, peel, or even fall off. Conventionally, reactive silica and other substances were analyzed before pouring concrete, but this work was not only cumbersome but also difficult to secure aggregate.
一方、舗装道路を補修するときなどにはアスファルトや
骨材を含む廃材が多量に発生する。この廃材は埋め立て
やアスファルト混合物に少量ずつ混入して用いられるこ
ともあるが、−船釣には使用量が少量であるため余剰の
廃材が大量に発生し、その処理に困難を極めていた。On the other hand, when repairing paved roads, large amounts of waste materials including asphalt and aggregate are generated. This waste wood is sometimes used in landfills or mixed into asphalt mixtures in small quantities, but since the amount used in boat fishing is small, a large amount of surplus waste wood is generated, making it extremely difficult to dispose of it.
本発明は以上の事情ないし問題に鑑みてなされたもので
、アルカリ骨材を反応を生じにくく、しかも上記廃材の
処理の一役を担うことが可能なコンクリート建造物の骨
材と同骨材の製造方法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 circumstances and problems, and is capable of producing aggregates for concrete buildings that are less likely to react with alkaline aggregates and that can also play a role in the disposal of the above-mentioned waste materials. The purpose is to provide a method.
〔課題を解決するための手段]
第1の発明によるコンクリート建造物の骨材は、砕石な
どの骨材主体にアスファルトを付着させたものである。[Means for Solving the Problems] The aggregate for a concrete building according to the first invention is made by adhering asphalt to aggregate such as crushed stone.
第2の発明によるコンクリート建造物の骨材のIn方法
は、既設のアスファルト舗装部を切削することにより砕
石などの骨材主体にアスファルトが付着した回収骨材を
生産する工程を含むものである。The In method for aggregate for concrete buildings according to the second invention includes the step of producing recovered aggregate, which mainly consists of aggregate such as crushed stone with asphalt attached, by cutting an existing asphalt pavement section.
第1の発明によると、骨材主体に付着したアスファルト
が保護層として作用し、骨材中の反応性成分とセメント
のアルカリ成分および水との反応、すなわちアルカリ骨
材反応が阻止される。さらに、海砂などを用いたときの
砂に付着している塩分もともにアスファルトで被覆する
ため、骨材による塩害対策にもなる。また、海風や融雪
剤などの外部から浸入するアルカリ性イオンなどのアル
カリ骨材反応に対しても十分な効果を発揮する。すなわ
ち、塩害によるアルカリ骨材反応を防止する作用がある
。According to the first invention, the asphalt attached to the main body of the aggregate acts as a protective layer, thereby preventing the reaction between the reactive components in the aggregate and the alkaline components of cement and water, that is, the alkaline aggregate reaction. Furthermore, when sea sand is used, the asphalt covers the salt adhering to the sand, which helps prevent salt damage caused by aggregate. It is also sufficiently effective against alkaline aggregate reactions such as alkaline ions that enter from outside, such as sea breezes and snow melting agents. In other words, it has the effect of preventing alkaline aggregate reactions caused by salt damage.
第2の発明によると、舗装道路を補修するときなどに生
じる大量の廃材が骨材として有効再利用されると共に、
この発明により製造される骨材によると第1の発明の骨
材により奏されるのと同様の作用が奏される。According to the second invention, a large amount of waste material generated when repairing paved roads is effectively reused as aggregate, and
The aggregate produced according to the present invention provides the same effects as the aggregate of the first invention.
第1図と第2図は第1の発明によるコンクリート建造物
の骨材Aを示す説明図である。同図のように骨材Aは砂
利、砕石、砂などの骨材主体1にアスファルト2を付着
させたものである。骨材Aとしては第1図および第2図
のように骨材lの全体がアスファルト2により被覆され
ているものに限らず、骨材1の一部がアスファルト2に
より被覆されているものも含まれる。このような骨材A
には既設のアスファルト舗装部を掻きほぐすことにより
得られる廃材をそのまま利用することができるため、こ
の骨材Aは容易に生産することができる。FIGS. 1 and 2 are explanatory diagrams showing aggregate A for a concrete building according to the first invention. As shown in the figure, aggregate A is composed of asphalt 2 attached to aggregate main body 1 such as gravel, crushed stone, and sand. Aggregate A is not limited to aggregate 1 that is entirely covered with asphalt 2 as shown in Figures 1 and 2, but also includes aggregate 1 that is partially covered with asphalt 2. It will be done. Such aggregate A
Since the waste material obtained by scraping the existing asphalt pavement can be used as it is, this aggregate A can be easily produced.
上記骨材Aをセメントペーストと混練することにより得
られるコンクリートを打設した場合、骨材主体1に付着
しているアスファルト2がアルカリ骨材反応を阻止する
保li層として機能するため、打設したコンクリートが
アルカリ骨材反応により亀裂や剥離、脱落を起こすこと
はない、また、舗装道路を補修するときなどに発生する
廃材を骨材Aとして利用することにより廃材の有効再利
用が可能になる。When concrete obtained by mixing the above aggregate A with cement paste is poured, the asphalt 2 adhering to the aggregate main body 1 functions as a li-retaining layer that prevents the alkaline aggregate reaction. The concrete will not crack, peel, or fall off due to the alkaline aggregate reaction, and by using waste materials generated when repairing paved roads as aggregate A, it is possible to effectively reuse waste materials. .
第3図は第2の発明によるコンクリート建造物の骨材の
製造方法についての実施例を示す工程図である。この実
施例は回収骨材生産工程と、骨材混合工程と、アスファ
ルト混合工程とをこの順に行うものである。FIG. 3 is a process diagram showing an embodiment of the method for producing aggregate for concrete buildings according to the second invention. In this embodiment, a recovered aggregate production process, an aggregate mixing process, and an asphalt mixing process are performed in this order.
回収骨材生産工程は、舗装道路などの既設のアスファル
ト舗装部を切削することにより砕石などの骨材主体1に
アスファルト2が付着した骨材Aを生産する工程である
。切削には掻きほぐしゃ、塊状物を得た後にそれを加熱
してほぐすことなどが含まれ、前者は現場での骨材への
生産に通し、後者は塊状物を工場のプラントに集めて骨
材Aを生産するのに適する。この工程で生産される骨材
Aには第1図および第2図のように骨材1の全体がアス
ファルト2により被覆されているものに限らず、骨材1
の一部がアスファルト2により被覆されているものも含
まれる。The recovered aggregate production process is a process of producing aggregate A in which asphalt 2 is attached to an aggregate main body 1 such as crushed stone by cutting an existing asphalt pavement part such as a paved road. Cutting involves scraping, heating and loosening the lumps after obtaining them, the former being produced into aggregates on-site, and the latter collecting the lumps in a factory plant and turning them into aggregates. Suitable for producing material A. The aggregate A produced in this process is not limited to the one in which the entire aggregate 1 is covered with asphalt 2 as shown in Figures 1 and 2.
It also includes a part of which is covered with asphalt 2.
骨材混合工程は、上記回収骨材生産工程で得られた骨材
Aに新たに砂利、砕石、砂などの公知の骨材を混合する
工程である。この際、熱を加えて混合するため、余剰ア
スファルトは新しい骨材に被覆される。The aggregate mixing step is a step of newly mixing known aggregates such as gravel, crushed stone, and sand into the aggregate A obtained in the above-mentioned recovered aggregate production step. At this time, heat is applied to mix, so excess asphalt is covered with new aggregate.
アスファルト混合工程は、回収骨材生産工程で得られた
骨材Aと新たに混合された骨材とアスファルトとを混練
し、新たに混合した骨材や、回収骨材生産工程でできた
一部被覆骨材の不足分にアスファルトを付着させてその
骨材をアスファルトで完全に被覆する工程である。した
がって、一般には全工程に加熱工程が併用される。In the asphalt mixing process, aggregate A obtained in the recovered aggregate production process, newly mixed aggregate, and asphalt are kneaded, and the newly mixed aggregate and the part produced in the recovered aggregate production process are mixed. This is the process of attaching asphalt to the missing part of the covering aggregate to completely cover the aggregate with asphalt. Therefore, a heating step is generally used in all steps.
回収骨材生産工程、骨材混合工程およびアスファルト混
合工程を経て製造された骨材はアスファルトで被覆され
ている。そのため、それをセメントペーストに混ぜて打
設したコンクリートは、上述したところから明らかなよ
うに骨材を被覆しているアスファルトがアルカリ骨材反
応を阻止する保護層として機能し、コンクリートにアル
カリ骨材反応による亀裂や剥離、脱落などが生じない。The aggregate produced through the recovered aggregate production process, aggregate mixing process, and asphalt mixing process is covered with asphalt. Therefore, when concrete is poured by mixing it with cement paste, as it is clear from the above, the asphalt covering the aggregate acts as a protective layer that prevents the alkali aggregate reaction, and the alkali aggregate is added to the concrete. No cracking, peeling, or falling off due to reaction.
また、回収骨材生産工程で生産される骨材Aは舗装道路
を補修するときなどに発生する廃材そのものであるので
、廃材の有効再利用が可能になる。Further, since the aggregate A produced in the recovered aggregate production process is the waste material itself generated when repairing paved roads, etc., it becomes possible to effectively reuse the waste material.
なお、回収骨材生産工程で十分な強度と量の骨材Aが生
産される場合には、骨材混合工程やアスファルト混合工
程を行う必要は必ずしもなく、その場合は、回収骨材生
産工程で生産された骨材Aだけをセメントペーストと混
練してコンクリートを作ればよい。In addition, if sufficient strength and quantity of aggregate A is produced in the recovered aggregate production process, it is not necessarily necessary to perform the aggregate mixing process or the asphalt mixing process. Only the produced aggregate A needs to be mixed with cement paste to make concrete.
本発明によるコンクリート建造物の骨材は骨材主体に付
着したアスファルトがアルカリ骨材反応を阻止する保護
層として作用するため、この骨材をコンクリートに混ぜ
て用いることによりアルカリ骨材反応によりコンクリー
トに亀裂を生じたり、コンクリートに剥離や脱落を生じ
ることがなくなり、また、コンクリートの打設に先立つ
反応性シリカの分析などの煩わしい作業を省略すること
ができる。In the aggregate for concrete buildings according to the present invention, the asphalt attached to the aggregate acts as a protective layer that prevents alkaline aggregate reaction, so by mixing this aggregate with concrete and using it, the concrete becomes more stable due to the alkaline aggregate reaction. Cracks, peeling or falling off of concrete will not occur, and troublesome work such as reactive silica analysis prior to concrete placement can be omitted.
また、本発明によるコンクリート建造物の骨材の製造方
法は、既設のアスファルト舗装部を切削することにより
砕石などの骨材主体にアスファルトが付着した回収骨材
を生産する工程を含むため、舗装道路を補修するときな
どに生じる大量の廃材を回収骨材として有効再利用する
ことができ、廃材処理の一役を担わせることが可能にな
る。また、この方法により製造される骨材は、骨材主体
にアスファルトが付着したものであり、アルカリ骨材反
応を起こさないものであるため、その骨材を用いたコン
クリートは打設に先立つ反応性シリカの分析などの煩わ
しい作業を省略するとともに骨材の確保を容易にするこ
とができる。In addition, the method for producing aggregate for concrete buildings according to the present invention includes a step of producing recovered aggregate in which asphalt is attached to the aggregate, such as crushed stone, by cutting the existing asphalt pavement. A large amount of waste material generated during repair work can be effectively reused as recovered aggregate, making it possible to play a role in waste material processing. In addition, the aggregate produced by this method is mainly aggregate with asphalt attached to it, and does not cause an alkaline aggregate reaction, so concrete using this aggregate has no reactivity before it is placed. Troublesome work such as silica analysis can be omitted, and aggregates can be easily secured.
なお、上記アスファルトの代わりにセメントペーストが
よく接着し耐水性に富む材料を用いることもできるが、
価格面などを勘案するとアスファルトが最も優れている
。In addition, instead of the asphalt mentioned above, it is also possible to use a material that has good adhesion to cement paste and is highly water resistant.
Asphalt is the best when considering price and other factors.
第1図と第2図は第1の発明によるコンクリート建造物
の骨材を示す説明図、第3図は第2の発明のコンクリー
ト建造物の骨材の製造方法の実施例を示す工程図である
。
A・・・骨材、1・・・骨材主体、2・・・アスファル
ト。
ヱ 1 図
!J 2 図
特許出願人 大部産業株式会社
代 理 人 弁理士 鈴江孝−Figures 1 and 2 are explanatory diagrams showing aggregates for concrete buildings according to the first invention, and Figure 3 is a process diagram showing an embodiment of the method for producing aggregates for concrete buildings according to the second invention. be. A... aggregate, 1... mainly aggregate, 2... asphalt.ヱ 1 Figure! J2 Figure patent applicant Obe Sangyo Co., Ltd. Agent Patent attorney Takashi Suzue
Claims (1)
るコンクリート建造物の骨材。 2、既設のアスファルト舗装部を切削することにより砕
石などの骨材主体にアスファルトが付着した回収骨材を
生産する工程を含むコンクリート建造物の骨材の製造方
法。[Claims] 1. Aggregate for concrete buildings, which is made by adhering asphalt to aggregate such as crushed stone. 2. A method for producing aggregates for concrete buildings, which includes a process of producing recovered aggregates mainly composed of aggregates such as crushed stone with asphalt attached by cutting existing asphalt pavement sections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2355889A JP2838409B2 (en) | 1989-01-31 | 1989-01-31 | Method for producing aggregate of concrete building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2355889A JP2838409B2 (en) | 1989-01-31 | 1989-01-31 | Method for producing aggregate of concrete building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02204352A true JPH02204352A (en) | 1990-08-14 |
| JP2838409B2 JP2838409B2 (en) | 1998-12-16 |
Family
ID=12113842
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2355889A Expired - Fee Related JP2838409B2 (en) | 1989-01-31 | 1989-01-31 | Method for producing aggregate of concrete building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2838409B2 (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52127922A (en) * | 1976-04-20 | 1977-10-27 | Kyowa Giken | Process and apparatus for regeneration of precoated aggregate |
| JPS5310628A (en) * | 1976-07-19 | 1978-01-31 | Yasuo Edo | Method of waterproofing by using asphalt concrete waste |
| JPS58110463A (en) * | 1981-12-24 | 1983-07-01 | 大成道路株式会社 | Composite concrete |
| JPS59117641A (en) * | 1982-12-24 | 1984-07-07 | Hitachi Ltd | Stack length designating system |
| JPS62288814A (en) * | 1986-06-09 | 1987-12-15 | Toshiba Corp | Organic thin film multicolor display element |
| JPS6369738A (en) * | 1986-09-12 | 1988-03-29 | 清水建設株式会社 | Surface-improved crushed stone aggregate |
-
1989
- 1989-01-31 JP JP2355889A patent/JP2838409B2/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52127922A (en) * | 1976-04-20 | 1977-10-27 | Kyowa Giken | Process and apparatus for regeneration of precoated aggregate |
| JPS5310628A (en) * | 1976-07-19 | 1978-01-31 | Yasuo Edo | Method of waterproofing by using asphalt concrete waste |
| JPS58110463A (en) * | 1981-12-24 | 1983-07-01 | 大成道路株式会社 | Composite concrete |
| JPS59117641A (en) * | 1982-12-24 | 1984-07-07 | Hitachi Ltd | Stack length designating system |
| JPS62288814A (en) * | 1986-06-09 | 1987-12-15 | Toshiba Corp | Organic thin film multicolor display element |
| JPS6369738A (en) * | 1986-09-12 | 1988-03-29 | 清水建設株式会社 | Surface-improved crushed stone aggregate |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2838409B2 (en) | 1998-12-16 |
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