JPH02172846A - Heavy-weight concrete - Google Patents
Heavy-weight concreteInfo
- Publication number
- JPH02172846A JPH02172846A JP32850188A JP32850188A JPH02172846A JP H02172846 A JPH02172846 A JP H02172846A JP 32850188 A JP32850188 A JP 32850188A JP 32850188 A JP32850188 A JP 32850188A JP H02172846 A JPH02172846 A JP H02172846A
- Authority
- JP
- Japan
- Prior art keywords
- sieve
- fine
- heavy
- concrete
- grain
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000005422 blasting Methods 0.000 claims abstract description 19
- 239000002245 particle Substances 0.000 claims description 28
- 239000010419 fine particle Substances 0.000 claims description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 16
- SZVJSHCCFOBDDC-UHFFFAOYSA-N iron(II,III) oxide Inorganic materials O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 abstract description 7
- 229910052742 iron Inorganic materials 0.000 abstract description 6
- 238000001035 drying Methods 0.000 abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 230000005484 gravity Effects 0.000 description 12
- 238000009826 distribution Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000012535 impurity Substances 0.000 description 3
- 230000005855 radiation Effects 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 150000001805 chlorine compounds Chemical class 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000001788 irregular Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 230000029058 respiratory gaseous exchange Effects 0.000 description 1
- 238000011282 treatment Methods 0.000 description 1
Landscapes
- 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〕
この発明は、重量コンクリートの細骨材として人手の容
易なショツトブラスト用スチール細粒を用いることによ
り放射線の遮蔽効果を高めた重量コンクリート、又は、
重量を増やすためや振動防止のためのバラスト用コンク
リート等の重量コンクリートに関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention is directed to heavy-duty concrete that has an enhanced radiation shielding effect by using fine steel particles for shot blasting, which is easy to handle, as a fine aggregate for heavy-duty concrete. ,
Concerns heavy concrete such as ballast concrete for increasing weight and vibration prevention.
〔従来の技術]
一般に放射線を遮蔽するためには、普通コンクリートに
比べて比重の゛大きい重量コンクリートが使用される。[Prior Art] Generally, heavy concrete, which has a higher specific gravity than ordinary concrete, is used to shield from radiation.
この重量コンクリートが必要となる施設は、例えば原子
炉とかラジオアイソトープを取り扱う施設など原子力の
利用、研究のためのもので、近年ラジオアイソトープの
広範な利用、病院における照射治療などが一般的になっ
てくるにつれて、又、比重の大きいコンクリートとして
船舶のバラストや機械基礎として、次第にこの重量コン
クリートの需要も増加してきている。Facilities that require this heavy concrete are for nuclear power use and research, such as nuclear reactors and facilities that handle radioisotopes.In recent years, the widespread use of radioisotopes and irradiation treatments in hospitals have become commonplace. Demand for heavy concrete, which has a high specific gravity and is used as ship ballast and machine foundations, has gradually increased.
また、上記目的のために普通のコンクリートを使用する
こともできるが、コンクリートの比重×厚さの値に遮蔽
効果が比例するため、同じ強さの放射線に対して普通コ
ンクリートは重量コンクリートに対して何倍かの厚みを
要し、設計上の困難を伴う場合も生じる。そこで、従来
は自然鉱石の中では比較的比重が大きく、堅固で不純物
の含有量の少ない磁鉄鉱が重量コンクリートの骨材とし
て広く使用されてきた。Ordinary concrete can also be used for the above purpose, but since the shielding effect is proportional to the specific gravity x thickness of the concrete, ordinary concrete is better than heavy concrete for the same intensity of radiation. In some cases, it requires several times the thickness and is accompanied by design difficulties. Therefore, among natural ores, magnetite, which has a relatively high specific gravity, is hard, and has a low content of impurities, has been widely used as an aggregate for heavy concrete.
しかしながら、最近になって上記良質の国産の磁鉄鉱石
は枯渇状態であり、外国産の磁鉄鉱石についても近年そ
の入手は非常に困難になってきている。また、入手でき
る鉄鉱石は製鉄用のものであるため、コンクリート用骨
材としては、骨材比重2粒度、含有不純物や塩化物等の
バラツキが大きく、要求品質;Ir、確保することが難
しい。特に粒度分布については、JASS5 (日本建
築学会建築工事標準仕様書5 鉄筋コンクリート工事)
に規定された粒度分布を満足する骨材を入手するのはほ
とんど不可能な状態にある。However, recently, the above-mentioned high-quality domestically produced magnetite ore has been depleted, and it has become extremely difficult to obtain foreign-produced magnetite ore in recent years. In addition, since the available iron ore is for steel manufacturing, it is difficult to obtain the required quality (Ir) as aggregate for concrete due to large variations in aggregate specific gravity, 2 particle size, contained impurities, chlorides, etc. In particular, regarding particle size distribution, JASS5 (Architectural Institute of Japan Standard Specifications for Building Works 5 Reinforced Concrete Works)
It is almost impossible to obtain aggregate that satisfies the particle size distribution specified in .
この発明は、このような従来の問題にかんがみてなされ
たものであって、細骨材としてショツトブラスト用スチ
ール細粒を用いる等により上記問題を解決することを目
的としている。The present invention has been made in view of these conventional problems, and aims to solve the above problems by using fine steel particles for shot blasting as fine aggregate.
この発明は、重量コンクリートの細骨材としてふるい呼
び寸法2.5胴乃至0.−15 nvnのショツトブラ
スト用スチール細粒を粒度調整して使用した重量コンク
リートである。ショツトブラスト用スチール細粒はそれ
ぞれふるい呼び寸法2.5+nm、 1.2mm、
0.6 m+n、 0.3 mm、 O,15mm
に粒度調整した細粒をそれぞれのふるい通過率(%)で
、5 mmふるい100%、2.5mmふるい80〜1
00%、】、2鵬ふるい50〜90%、0.6mmふる
い25〜65%、0.3Mふるい10〜35%、0.1
5mmふるい0〜10%とするとよい。This invention can be used as fine aggregate for heavy concrete with a nominal sieve size of 2.5 mm to 0.5 mm. -15 NVN steel fine grains for shot blasting are used with adjusted particle size. The steel fine particles for shot blasting have nominal sieve dimensions of 2.5+nm and 1.2mm, respectively.
0.6 m+n, 0.3 mm, O, 15 mm
The fine particles whose size was adjusted to
00%, ], 2Peng sieve 50-90%, 0.6mm sieve 25-65%, 0.3M sieve 10-35%, 0.1
It is preferable to use a 5 mm sieve at 0 to 10%.
重量コンクリートの細骨材として粒度調整されたショツ
トブラスト用スチール細粒を使用すると、所定のふるい
呼び寸法に対してJASS5に規定された粒度分布を確
保できるためにコンクリート品質を向上することができ
る。また、磁鉄鉱より比重が大きいことと、入手困難な
磁鉄鉱の代わりに比重の大きいものとして使用される鉄
粉、鉄くず等を使用した場合に比べ、同一強度で所定の
施工軟度を得るのに単位水量が少なくてすみ、従って単
位セメンl−1も少なくてすむ結果、乾燥収縮やひび割
れ等が少なく、気乾比重の大きいコンクリートが得られ
る。When fine grain size-adjusted steel particles for shot blasting are used as fine aggregate for heavy concrete, the quality of concrete can be improved because the grain size distribution specified in JASS5 can be ensured for a given nominal sieve size. In addition, it has a higher specific gravity than magnetite, and it is easier to obtain the specified construction softness with the same strength than when using iron powder, iron scrap, etc., which are used as materials with a high specific gravity instead of magnetite, which is difficult to obtain. As a result, the unit amount of water and therefore the unit amount of cement 1-1 is also small, resulting in concrete with less drying shrinkage, cracking, etc., and a high air-dry specific gravity.
さらに、このショツトブラスト用スチール細粒を、前記
請求項(2)に記載したように粒度調整することにより
、他の粒度調整に比べ最も比重が大きく、且つ乾燥収縮
やひび割れ等の少ない、施工性のよい重量コンクリート
を得ることができる。Furthermore, by adjusting the particle size of the fine steel particles for shot blasting as described in claim (2), it has the highest specific gravity compared to other particle size adjustments, and has low drying shrinkage and cracking, and is easy to work with. You can get good weight concrete.
以下、この発明を各表を参照して説明する。 This invention will be explained below with reference to each table.
第1図は、本発明に使用されるショツトブラスト用スチ
ール細粒を用いた細骨材の粒度分布を示すものであって
、縦軸にふるい透過率を重量%で示し、横軸にふるい目
の開きを閣で示したものである。細骨材の粒度分布につ
いては、コンクリートの品質保証上、JASS5 (日
本建築学会 建築工事標準仕様書5 鉄筋コンクリート
工事)により定義されている。すなわち、コンクリート
用ふるい規格の5M網ふるいを重量で85%以上通る骨
材、となっているが、本発明において限定したふるい呼
び寸法2.5 mm乃至0.15 +nmのショツトブ
ラスト用スチール細粒は図において点線で示したごとく
、明らかにJASS5の規定に適合したものである。Figure 1 shows the particle size distribution of fine aggregate using fine steel particles for shot blasting used in the present invention, where the vertical axis shows the sieve permeability in weight percent, and the horizontal axis shows the sieve permeability. This is a diagram showing the opening of the temple. The particle size distribution of fine aggregate is defined by JASS5 (Architectural Institute of Japan Standard Specifications for Building Works 5 Reinforced Concrete Works) for quality assurance of concrete. In other words, it is an aggregate that passes 85% or more by weight of a 5M mesh sieve according to the concrete sieve standard, but fine steel particles for shot blasting with a nominal sieve size of 2.5 mm to 0.15 + nm, which is limited in the present invention. As shown by the dotted line in the figure, it clearly complies with the JASS5 regulations.
上記のようなショツトブラスト用スチール細粒の粒度の
例を第2図に示したが、このようなスチール細粒のうち
、第3図に示すようにそれぞれふるい呼び寸法(+nm
)の2.5. 1.2.0.6.0.3゜0.15のも
のをそれぞれ重量%で10,20,25.25.20の
ごとく粒度調整を行って細骨材とした。Figure 2 shows an example of the particle size of the fine steel particles for shot blasting as described above.
) of 2.5. 1.2.0.6.0.3°0.15 was adjusted to have a particle size of 10, 20, 25, 25, and 20% by weight, respectively, to obtain fine aggregate.
第4図及び第5図は、細骨材に鉄を用いる場合に、本発
明の粒度調整を行ったショツトブラスト用スチール細粒
を用いた例(A)と、この類似の方法として鉄粉2鉄(
ず等を用いた例(B)とを比較したものであって、粗骨
材としては、第4図では、(A)、CB)例共、丸鋼の
切断片を使用し、第5図では(A)、(B)例共、砕石
を使用した重量コンクリートについて比較したものであ
る。Figures 4 and 5 show an example (A) in which fine steel grains for shot blasting, which have been adjusted in particle size according to the present invention, are used when iron is used as the fine aggregate, and a similar method in which iron powder 2 is used. iron(
This is a comparison with example (B) in which a piece of steel was used, and as the coarse aggregate in both examples (A) and CB), a cut piece of round steel was used as the coarse aggregate; In both examples (A) and (B), heavy concrete using crushed stone is compared.
鉄粉、鉄くず等は元来、形状が極度に不定形なために所
定の粒度分布を確保することは極めて困難であり、また
これらを用いた場合は、骨材表面が粗面で凹凸が多く、
ショツトブラスト用スチール細粒を用いた場合と比べ、
同一強度で所定の施工軟度を得るには第4.5図に示す
通り、単位水量が増加し、また単位水量の増加に伴って
単位セメント量を増加する。その結果、(A)の重量コ
ンクリートは(B)に比べてブリージングが少なく、且
つ乾燥収縮も少なくなり、気乾比重のより大きいものと
なる。Iron powder, iron scrap, etc. are inherently extremely irregular in shape, so it is extremely difficult to secure a desired particle size distribution, and when these are used, the aggregate surface is rough and uneven. many,
Compared to using fine steel particles for shot blasting,
In order to obtain a predetermined construction softness with the same strength, as shown in Figure 4.5, the unit amount of water increases, and as the unit amount of water increases, the unit amount of cement increases. As a result, the heavy concrete of (A) has less breathing and drying shrinkage than that of (B), and has a higher air-dry specific gravity.
また、第4図における(A)と第5図における(A)と
を比較したとき、粗骨材に丸鋼の切断片を使用した場合
と砕石を使用した場合では、気乾比重が大きく相違する
ことがわかる。In addition, when comparing (A) in Figure 4 and (A) in Figure 5, there is a large difference in air-dry specific gravity when using cut pieces of round steel as the coarse aggregate and when using crushed stone. I understand that.
以上説明したように、本発明によれば、塩化物や不純物
を含まず、且つ比重1粒度にバラツキのない細骨材が得
られ、また各種粒度の製品を適当に配合することにより
JASS5の規定に適応できる等により、品質が高(て
安定した重量コンクリートを製造することができる。さ
らに骨材の入手、調達が非常に容易である。As explained above, according to the present invention, it is possible to obtain fine aggregate that does not contain chlorides or impurities and has no variation in specific gravity particle size, and by appropriately blending products with various particle sizes, it is possible to obtain It is possible to produce high-quality and stable concrete due to its adaptability to various conditions.Furthermore, it is very easy to obtain and procure aggregate.
第1図はショツトブラスト用スチール細粒を用いた細骨
材の粒度分布の実施例を示す図、第2図はショツトブラ
スト用スチール細粒の粒度の例を示す表図、第3図は本
発明に係る細骨材の粒度調整割合を示す表図、第4図は
細骨材、粗骨材とも鉄骨材を用いた重量コンクリートの
調合例で、本発明と従来例とを比較した表図、第5図は
細骨材に鉄骨材を、粗骨材に砕石を用いた重量コンクリ
ートの調合例で、本発明と従来例とを比較した表図であ
る。
第
図
第
図
第
図
第
図Figure 1 is a diagram showing an example of the particle size distribution of fine aggregate using fine steel grains for shot blasting, Figure 2 is a table showing an example of the grain size of fine steel grains for shot blasting, and Figure 3 is a diagram showing an example of the particle size distribution of fine aggregate using fine steel grains for shot blasting. A table showing the particle size adjustment ratio of the fine aggregate according to the invention, FIG. 4 is a mixing example of heavy concrete using steel aggregates for both fine aggregate and coarse aggregate, and a table comparing the present invention and the conventional example. , FIG. 5 is a table comparing the present invention and a conventional example, showing an example of the preparation of heavy-duty concrete using steel as a fine aggregate and crushed stone as a coarse aggregate. Figure Figure Figure Figure Figure
Claims (2)
2.5mm乃至0.15mmのショットブラスト用スチ
ール細粒を粒度調整して使用したことを特徴とする重量
コンクリート。(1) Heavy duty concrete characterized in that shot blasting fine steel particles with a nominal sieve size of 2.5 mm to 0.15 mm are used as fine aggregate for heavy duty concrete, with particle size adjusted.
い呼び寸法2.5mm、1.2mm、0.6mm、0.
3mm、0.15mmに粒度調整した細粒をそれぞれの
ふるい通過率(%)で、5mmふるい100%、2.5
mm、ふるい80〜100%、1.2mmふるい50〜
90%、0.6mmふるい25〜65%、0.3mmふ
るい10〜35%、0.15mmふるい0〜10%とし
た請求項(1)記載の重量コンクリート。(2) Steel fine particles for shot blasting have nominal sieve sizes of 2.5 mm, 1.2 mm, 0.6 mm, and 0.5 mm, respectively.
The fine particles whose particle sizes were adjusted to 3mm and 0.15mm were passed through the 5mm sieve at 100% and 2.5% respectively.
mm, sieve 80~100%, 1.2mm sieve 50~
The heavy concrete according to claim (1), wherein 90% is sieved by 0.6 mm, 25 to 65% is sieved by 0.6 mm, 10 to 35% is sieved by 0.3 mm, and 0 to 10% is sieved by 0.15 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32850188A JP2669876B2 (en) | 1988-12-26 | 1988-12-26 | Heavy concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32850188A JP2669876B2 (en) | 1988-12-26 | 1988-12-26 | Heavy concrete |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02172846A true JPH02172846A (en) | 1990-07-04 |
JP2669876B2 JP2669876B2 (en) | 1997-10-29 |
Family
ID=18210986
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32850188A Expired - Lifetime JP2669876B2 (en) | 1988-12-26 | 1988-12-26 | Heavy concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2669876B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007505805A (en) * | 2003-09-15 | 2007-03-15 | ウィーラブラトール‐アルバール | High wear-resistant composite material comprising steel substrate shot and method for producing the material |
JP2017090329A (en) * | 2015-11-13 | 2017-05-25 | 株式会社エスイー | Radiation shielding concrete and method for forming the concrete |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US6866906B2 (en) | 2000-01-26 | 2005-03-15 | International Paper Company | Cut resistant paper and paper articles and method for making same |
JP2009276194A (en) * | 2008-05-14 | 2009-11-26 | Toden Kogyo Co Ltd | Radiation shielding concrete composition and placement apparatus for the same, and radioactive waste container |
-
1988
- 1988-12-26 JP JP32850188A patent/JP2669876B2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007505805A (en) * | 2003-09-15 | 2007-03-15 | ウィーラブラトール‐アルバール | High wear-resistant composite material comprising steel substrate shot and method for producing the material |
JP2017090329A (en) * | 2015-11-13 | 2017-05-25 | 株式会社エスイー | Radiation shielding concrete and method for forming the concrete |
Also Published As
Publication number | Publication date |
---|---|
JP2669876B2 (en) | 1997-10-29 |
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