JPH09227202A - Underwater block - Google Patents

Underwater block

Info

Publication number
JPH09227202A
JPH09227202A JP6912196A JP6912196A JPH09227202A JP H09227202 A JPH09227202 A JP H09227202A JP 6912196 A JP6912196 A JP 6912196A JP 6912196 A JP6912196 A JP 6912196A JP H09227202 A JPH09227202 A JP H09227202A
Authority
JP
Japan
Prior art keywords
cement
block
fine
fine aggregates
underwater
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
Application number
JP6912196A
Other languages
Japanese (ja)
Other versions
JP3751068B2 (en
Inventor
Eiji Fuchigami
榮治 渕上
Yuji Hattori
裕治 服部
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.)
CHUBU KOHAN KK
CHUBU STEEL PLATE
Original Assignee
CHUBU KOHAN KK
CHUBU STEEL PLATE
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 CHUBU KOHAN KK, CHUBU STEEL PLATE filed Critical CHUBU KOHAN KK
Priority to JP6912196A priority Critical patent/JP3751068B2/en
Publication of JPH09227202A publication Critical patent/JPH09227202A/en
Application granted granted Critical
Publication of JP3751068B2 publication Critical patent/JP3751068B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B18/00Use 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
    • C04B18/04Waste materials; Refuse
    • C04B18/14Waste materials; Refuse from metallurgical processes
    • C04B18/141Slags
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00758Uses not provided for elsewhere in C04B2111/00 for agri-, sylvi- or piscicultural or cattle-breeding applications
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/74Underwater applications
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Artificial Fish Reefs (AREA)
  • Revetment (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide an underwater block high in strength by forming the block of a concrete molded product in which almost spherical electrical furnace oxidized slag particulates having fine ruggedness on the surface are dispersed as fine aggregates into a cement hardened matrix. SOLUTION: The fused product of an electric furnace oxidized slag is poured into a drum having blades and rotating at high speed crushed and granulated, and then quenched under cooling a water mist atmosphere to produce the fine aggregates with almost spherical shape having <= about 2.5mm particle size, specific gravity of about 3.5-3.8 and fine ruggedness on the surface or having a hollow structure. Next, a cement slurry is prepared by mixing 100 pts., by wt., cement such as Portland cement, the 300-600 pts. fine aggregates, proper quantity of fine aggregates such as silica sand, silica, a cement hardening control agent, a water reducing agent and about 25-60 pts. water. A wave absorbing block or the underwater block such as fish bank consisting of a concrete molding in which the fine aggregates are dispersed is obtained by a pouring molding method pouring the cement into a flask or an extrusion molding method.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は例えば消波ブロック
や魚礁等に使用される水中ブロックに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underwater block used for a wave-dissipating block or a fish reef, for example.

【0002】[0002]

【従来の技術】従来から例えば消波ブロックや魚礁等の
海あるいは河川の水中に浸漬される水中ブロックにはセ
メントに骨材として砕石粉、海砂、川砂、ケイ砂等を混
合したコンクリート成形物が使用されている。
2. Description of the Related Art Conventionally, for example, a concrete molded product in which crushed stone powder, sea sand, river sand, silica sand, etc. are mixed with cement as an aggregate in an underwater block immersed in water of a sea or river such as a wave-dissipating block or fish reef. Is used.

【0003】[0003]

【発明が解決しようとする課題】上記水中ブロックは海
水や河川の水に接触するために高い耐蝕性を要求され、
また水流や浮力に耐えるために大重量高強度を要求され
る。しかしながら上記従来のコンクリート成形物の場合
には耐蝕性、重量、強度が不足しており、屡々水中ブロ
ックの浸蝕、動揺、破損等の不具合が起こるおそれがあ
る。また骨材として砕石粉や川砂等の天然資源は現在不
足しており極めて深刻な状態となっている。
The above-mentioned underwater block is required to have high corrosion resistance in order to come into contact with seawater or river water.
In addition, large weight and high strength are required to withstand water flow and buoyancy. However, in the case of the above-mentioned conventional concrete molded product, the corrosion resistance, weight, and strength are insufficient, and there is a possibility that problems such as erosion, shaking, and damage of the underwater block are often caused. In addition, natural resources such as crushed stone powder and river sand as aggregates are currently in short supply and are in a serious condition.

【0004】[0004]

【課題を解決するための手段】本発明は上記課題を解決
するための手段として、セメント硬化物マトリクス内に
表面に微細な凹凸を有する略球状の電気炉酸化スラグ粒
化物が細骨材(8) として分散しているコンクリート成形
物からなる水中ブロック(11)を提供するものである。該
水中ブロックとしては例えば消波ブロックや魚礁等があ
る。本発明を以下に詳細に説明する。
Means for Solving the Problems As a means for solving the above problems, the present invention provides a fine aggregate (8) of a substantially spherical electric furnace oxidized slag granule having fine irregularities on the surface in a cement hardened material matrix. The present invention provides an underwater block (11) consisting of a concrete molded material dispersed as Examples of the underwater block include a wave-dissipating block and a fish reef. The present invention will be described in detail below.

【0005】〔電気炉酸化スラグ〕本発明に言う電気炉
酸化スラグは、通常Ca O10〜26重量%、Si O2
8〜22重量%、Mn O4〜7重量%、Mg O2〜8重
量%、Fe O13〜32重量%、Fe23 9〜45重量
%、Al23 4〜16重量%、Cr23 1〜4重量%程
度含み、更に微量成分としてTi O2 0.25〜0.7
0重量%、P250.15〜0.50重量%、S0.
005〜0.085重量%程度含み、安定な鉱物組成を
得るためのFe を20〜45重量%程度含むものであ
り、天然骨材成分に含まれる粘土、有機不純物、塩分を
全く含まず、不安定な遊離石灰、遊離マグネシアあるい
は鉱物も殆ど含まない。
[Electric Furnace Oxidation Slag] The electric furnace oxidation slag referred to in the present invention is usually 10 to 26% by weight of CaO and SiO 2
8 to 22% by weight, MnO 4 to 7% by weight, MgO 2 to 8% by weight, Fe O 13 to 32% by weight, Fe 2 O 3 9 to 45% by weight, Al 2 O 3 4 to 16% by weight, Cr 2 O Includes about 31 to 4% by weight and, as a minor component, TiO 2 0.25 to 0.7
0 wt%, P 2 O 5 0.15~0.50 wt%, S0.
It contains about 005 to 0.085% by weight and about 20 to 45% by weight of Fe for obtaining a stable mineral composition. It does not contain clay, organic impurities or salt contained in the natural aggregate component at all. Free of stable free lime, free magnesia or minerals.

【0006】〔細骨材の製造〕上記電気炉酸化スラグを
粒化して細骨材を製造するには、該電気炉酸化スラグの
溶融物を高速回転する羽根付きドラムに注入し、該溶融
物を該羽根付きドラムによって破砕粒状化し、粒状化し
た該溶融物を水ミスト雰囲気中で急冷処理する方法が採
られる。該羽根付きドラムは複数個配置して複数段の破
砕粒状化を行なってもよい。このようにして得られる電
気炉酸化スラグの粒化物は通常5mm以下の粒径を有し細
骨材に分類され、粒径2.5mm以下のものは略球状であ
り、比重は3.3〜3.8の範囲にあり、表面にはひび
割れ等の欠陥はなく、微細な凹凸を有しまた中空構造の
ものからなるかまたは中空構造のものを含んでいる。そ
して粒度分布はJIS−A5005コンクリート用砕砂
の規格範囲にある。
[Production of Fine Aggregate] In order to produce fine aggregate by granulating the electric furnace oxidation slag, the melt of the electric furnace oxidation slag is poured into a drum with a blade rotating at a high speed, and the melt is obtained. Is crushed and granulated by the bladed drum, and the granulated melt is rapidly cooled in a water mist atmosphere. A plurality of the bladed drums may be arranged to perform crushing and granulation in a plurality of stages. The granulated product of the electric furnace oxidized slag thus obtained is usually classified as a fine aggregate having a particle size of 5 mm or less, and those having a particle size of 2.5 mm or less are substantially spherical and have a specific gravity of 3.3-. It is in the range of 3.8, has no defects such as cracks on the surface, has fine irregularities, and has a hollow structure or includes a hollow structure. The particle size distribution is within the standard range of JIS-A5005 crushed sand for concrete.

【0007】〔セメント〕上記表面に微細な凹凸を有す
る略球状の電気炉酸化スラグ粒化物からなる細骨材が混
合されるセメントには、例えばポルトランドセメント、
アルミナセメント、フライアッシュセメント、高炉スラ
グセメント、シリカセメント等がある。
[Cement] The cement to which the fine aggregate made of substantially spherical electric furnace oxidized slag granules having fine irregularities on the surface is mixed is, for example, Portland cement.
Alumina cement, fly ash cement, blast furnace slag cement, silica cement and the like.

【0008】〔細骨材の使用〕上記表面に微細な凹凸を
有する電気炉酸化スラグ粒化物からなる細骨材とセメン
トとの混合比率は通常従来の天然細骨材と同様であり、
体積比率としてセメント100に対して300〜600
程度の細骨材が混合される。上記セメント−細骨材混合
物には川砂、海砂、ケイ砂、砕石、砕砂、パーライト、
フライアッシュ、高炉スラグ等の他の骨材、セメント硬
化調節剤、減水剤、増粘剤等が添加されてもよい。上記
セメント−細骨材混合物には通常水がセメント100重
量部に対して25〜60重量部程度添加されてセメント
スラリーあるいはセメント混練物とされ、該セメントス
ラリーあるいはセメント混練物は通常型枠内に流し込む
注型成形あるいは押出成形等によって所定形状に成形さ
れたコンクリート成形物となる。該コンクリート成形物
には補強のために鉄筋が挿入されてもよいが、この場合
には型枠内に鉄筋を挿入した状態でセメントスラリーを
流し込む。
[Use of Fine Aggregate] The mixing ratio of fine aggregate made of electric furnace oxidized slag granules having fine irregularities on the surface and cement is usually the same as that of conventional natural fine aggregate,
Volume ratio of 300 to 600 for 100 cement
The degree of fine aggregate is mixed. The cement-fine aggregate mixture includes river sand, sea sand, silica sand, crushed stone, crushed sand, pearlite,
Other aggregates such as fly ash and blast furnace slag, a cement hardening regulator, a water reducing agent, and a thickening agent may be added. Water is usually added to the cement-fine aggregate mixture in an amount of 25 to 60 parts by weight based on 100 parts by weight of cement to prepare a cement slurry or a cement kneaded product, which is usually placed in a mold. It becomes a concrete molded product molded into a predetermined shape by cast molding or extrusion molding. Reinforcing bars may be inserted into the concrete molded product for reinforcement, but in this case, cement slurry is poured with the reinforcing bars being inserted in the mold.

【0009】[0009]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

〔実施例1〕(細骨材の製造) 図1に本発明の細骨材を製造する装置を示す。即ち15
00℃前後の電気炉酸化スラグ溶融物(1) を取鍋(2) か
らシューター(3) に移し、該シューター(3) から高速回
転する羽根付きドラム(4,5) に注入する。該製鋼スラグ
溶融物(1) は該羽根付きドラム(4,5) によって細破砕さ
れて粒状化し、該電気炉酸化スラグ溶融物の粒化物(1A)
は急冷チャンバー(6) 内にスプレー装置(7) からスプレ
ーされる水ミストによって急冷される。そしてこのよう
にして得られた細骨材(8) は備蓄容器(9) 内に備蓄され
る。該細骨材(8) は略球状であり、表面にはひび割れ等
の欠陥はなく、微細な凹凸が有り、高硬度(ビッカース
硬さで755、モース硬さで6程度)を有し耐摩耗性に
優れており、真比重は3.84、絶乾比重は3.52、
耐火度は1100℃で、透磁性、導電性、耐酸性、耐ア
ルカリ性等にも優れている。該細骨材(8) の粒度分布を
図2に示す。図2において実線グラフは本発明の骨材
(8) の粒度分布、点線グラフはJIS−A5005コン
クリート用細骨材の規格範囲を示し、該細骨材(8) は該
規格範囲内であることが認められる。
[Example 1] (Production of fine aggregate) Fig. 1 shows an apparatus for producing the fine aggregate of the present invention. That is 15
The electric furnace oxidation slag melt (1) at around 00 ° C. is transferred from the ladle (2) to the shooter (3) and poured from the shooter (3) into the high speed rotating bladed drums (4,5). The steelmaking slag melt (1) is crushed by the bladed drums (4,5) to be granulated, and the electric furnace oxidation slag melt is granulated (1A).
Is quenched by the water mist sprayed from the spray device (7) in the quench chamber (6). The fine aggregate (8) thus obtained is stored in the storage container (9). The fine aggregate (8) is substantially spherical, has no defects such as cracks on the surface, has fine irregularities, and has high hardness (Vickers hardness of 755, Mohs hardness of about 6) and wear resistance. Excellent specificity, true specific gravity 3.84, absolute dry specific gravity 3.52,
It has a fire resistance of 1100 ° C. and is excellent in magnetic permeability, conductivity, acid resistance and alkali resistance. The particle size distribution of the fine aggregate (8) is shown in FIG. In FIG. 2, the solid line graph is the aggregate of the present invention.
The particle size distribution and dotted line graph of (8) show the standard range of JIS-A5005 fine aggregate for concrete, and it is recognized that the fine aggregate (8) is within the standard range.

【0010】〔実施例2〕上記細骨材を用い下記の組成
の配合物を混練調製した。 普通ポルトランドセメント 540kg/m3 細骨材(実施例1 ρ=3.79)1213 〃 (320リットル) 粗骨材(砕石) 916 〃 シリカヒューム 60 〃 高性能AE減水剤 12 〃 水 135 〃 上記配合物を練り置き時間30分で型枠に流し込み20
秒後のスランプフロー値を求めた所31.5cmであっ
た。上記配合物を型枠に流し込んでφ10cm×20cmの
ブロックを成形し、成形後のブロックの圧縮強度を経日
的に測定した結果を表1に示す。
Example 2 A mixture having the following composition was kneaded and prepared using the above fine aggregate. Ordinary Portland cement 540 kg / m 3 Fine aggregate (Example 1 ρ = 3.79) 1213 〃 (320 liters) Coarse aggregate (crushed stone) 916 〃 Silica fume 60 〃 High performance AE water reducing agent 12 〃 Water 135 〃 Above mixture Pour the material into the mold in 30 minutes 20
The slump flow value measured after 2 seconds was 31.5 cm. The above composition is poured into a mold to mold a block of φ10 cm × 20 cm, and the compression strength of the block after molding is measured daily. The results are shown in Table 1.

【表1】 [Table 1]

【0011】〔比較例1〕細骨材として川砂を用いて下
記の組成の配合物を混練調製した。 普通ポルトランドセメント 540kg/m3 細骨材(川砂 ρ=2.56) 819 〃 (320リットル) 粗骨材(砕石) 916 〃 シリカヒューム 60 〃 高性能AE減水剤 12 〃 水 135 〃 上記配合物を練り置き時間30分で型枠に流し込み20
秒後のスランプフロー値を求めた所24.0cmであっ
た。上記配合物を型枠に流し込んで実施例2と同様なブ
ロックを成形し、同様に該ブロックの圧縮強度を経日的
に測定した結果を表2に示す。
[Comparative Example 1] A mixture having the following composition was kneaded and prepared using river sand as fine aggregate. Normal Portland cement 540 kg / m 3 Fine aggregate (Kawasuna ρ = 2.56) 819 〃 (320 liters) Coarse aggregate (crushed stone) 916 〃 Silica fume 60 〃 High performance AE water reducing agent 12 〃 Water 135 〃 Pour into formwork with kneading time of 30 minutes 20
The slump flow value measured after 2 seconds was 24.0 cm. The above-mentioned composition was poured into a mold to form a block similar to that in Example 2, and the compression strength of the block was similarly measured daily. The results are shown in Table 2.

【表2】 [Table 2]

【0012】実施例2の表1と比較例1の表2を比較す
ると、実施例2の配合物によるブロックは比較例1の配
合物(従来例)に比べて強度、特に初期強度に優れてい
ることが認められた。またスランプフロー値から実施例
2の配合物は比較例1の配合物(従来例)に比べて成形
性に優れていることが認められた。
Comparing Table 1 of Example 2 with Table 2 of Comparative Example 1, the block made of the compound of Example 2 is superior to the compound of Comparative Example 1 (conventional example) in strength, particularly in initial strength. It was recognized that From the slump flow value, it was confirmed that the compound of Example 2 was superior in moldability to the compound of Comparative Example 1 (conventional example).

【0013】〔耐蝕試験〕実施例2と比較例1の配合物
を夫々型枠に流し込んでφ10cm×20cmのブロックを
成形し、各ブロックを28日間放置した上で海水中に浸
漬し、経時的に圧縮強度(N/mm2) を測定した。その結果
を表3に示す。
[Corrosion Resistance Test] The compositions of Example 2 and Comparative Example 1 were cast into molds to form blocks of φ10 cm × 20 cm, and each block was allowed to stand for 28 days and then immersed in seawater for a period of time. The compressive strength (N / mm 2 ) was measured. Table 3 shows the results.

【表3】 表3をみると、実施例2の配合物のブロックは海水に浸
漬しても圧縮強度の経時的な低下は少なく優れた耐蝕性
を示すが、比較例1の配合物のブロックは実施例2のブ
ロックよりも圧縮強度が低く、しかも海水に浸漬した場
合強度の経時的な低下が大きいことが認められた。
[Table 3] As seen from Table 3, the block of the compound of Example 2 shows excellent corrosion resistance with little decrease in compressive strength over time even when immersed in seawater, while the block of the compound of Comparative Example 1 has an excellent corrosion resistance. It was found that the compressive strength of the block was lower than that of the block of No. 1 and that the strength was significantly decreased with time when immersed in seawater.

【0014】〔応用例〕実施例2の配合物を使用して注
型成形によって各種成形物を成形した。図3にはいわゆ
るテトラポッドと呼ばれる消波ブロック(11)が示され、
図4には魚礁(21)が示され該魚礁(21)は複数個の筒状ブ
ロック(22)の積重ね物からなる。
[Application Example] Using the composition of Example 2, various molded products were molded by cast molding. Fig. 3 shows a so-called tetrapod wave-dissipating block (11),
A fish reef (21) is shown in FIG. 4, and the fish reef (21) is composed of a stack of a plurality of cylindrical blocks (22).

【0015】[0015]

【発明の効果】本発明に用いられる細骨材は略球状であ
り表面に微細な凹凸を有し、コンクリートが該凹凸に食
い込むアンカー効果によってコンクリートと極めて良好
な密着性を有するので耐蝕性に優れ強度の高い水中ブロ
ックが得られる。更に上記細骨材は略球状であるのでス
ラリーの流動性が良く、型枠に流し込む際の充填性に優
れ、所定の形状の水中ブロックが正確に得られまた巣穴
等の欠陥の発生がない。そして上記細骨材を使用した水
中ブロックは大重量であるから海水や河川の水に浸漬さ
れた場合でも浮力に耐える。本発明の細骨材は製鋼過程
で発生する産業廃棄物である電気炉酸化スラグから得ら
れるので、資源的に問題はなく、かつ電気炉酸化スラグ
を有効利用することが出来る。
EFFECTS OF THE INVENTION The fine aggregate used in the present invention has a substantially spherical shape and has fine irregularities on the surface, and the concrete has an extremely good adhesion to the concrete due to the anchoring effect that bites into the irregularities, so that it has excellent corrosion resistance. A strong underwater block can be obtained. Further, since the fine aggregate has a substantially spherical shape, the slurry has good fluidity, excellent filling properties when poured into a mold, an underwater block having a predetermined shape can be accurately obtained, and defects such as burrows do not occur. . Since the underwater block using the fine aggregate has a large weight, it can withstand buoyancy even when immersed in seawater or river water. Since the fine aggregate of the present invention is obtained from the electric furnace oxidizing slag which is an industrial waste generated in the steelmaking process, there is no resource problem and the electric furnace oxidizing slag can be effectively used.

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

【図1】骨材製造装置の説明図FIG. 1 is an explanatory diagram of an aggregate manufacturing apparatus.

【図2】骨材の粒度分布を示すグラフ 図3および図4は本発明の応用例を示すものである。FIG. 2 is a graph showing a particle size distribution of an aggregate. FIGS. 3 and 4 show application examples of the present invention.

【図3】消波ブロックの斜視図FIG. 3 is a perspective view of a wave breaking block.

【図4】魚礁の斜視図[Figure 4] Perspective view of fish reef

【符号の説明】[Explanation of symbols]

8 細骨材 11 消波ブロック(水中ブロック) 21 魚礁(水中ブロック) 8 Fine aggregate 11 Wave-dissipating block (underwater block) 21 Fish reef (underwater block)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】セメント硬化物マトリクス内に表面に微細
な凹凸を有する略球状の電気炉酸化スラグ粒化物が細骨
材として分散しているコンクリート成形物からなること
を特徴とする水中ブロック
1. An underwater block characterized by comprising a concrete molded product in which a substantially spherical electric furnace oxidized slag granule having fine irregularities on the surface is dispersed as a fine aggregate in a cement hardened product matrix.
【請求項2】該水中ブロックは消波ブロックである請求
項1に記載の水中ブロック
2. The underwater block according to claim 1, wherein the underwater block is a wave-dissipating block.
【請求項3】該水中ブロックは魚礁である請求項1に記
載の水中ブロック
3. The underwater block according to claim 1, wherein the underwater block is a fish reef.
JP6912196A 1996-02-28 1996-02-28 Underwater block Expired - Fee Related JP3751068B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6912196A JP3751068B2 (en) 1996-02-28 1996-02-28 Underwater block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6912196A JP3751068B2 (en) 1996-02-28 1996-02-28 Underwater block

Publications (2)

Publication Number Publication Date
JPH09227202A true JPH09227202A (en) 1997-09-02
JP3751068B2 JP3751068B2 (en) 2006-03-01

Family

ID=13393506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6912196A Expired - Fee Related JP3751068B2 (en) 1996-02-28 1996-02-28 Underwater block

Country Status (1)

Country Link
JP (1) JP3751068B2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006025629A (en) * 2004-07-13 2006-02-02 Sato Kensetsu Kk Concrete block for seaweed bed
KR101297714B1 (en) * 2011-06-30 2013-08-20 한동권 Tetrapod for breakwater
KR101681578B1 (en) * 2016-02-26 2016-12-01 김성도 Green Tetrapod and method thereof
CN106977158A (en) * 2017-04-26 2017-07-25 中交天航港湾建设工程有限公司 A kind of prefabricated duplex monolith coordination in works and its manufacture craft
KR102267021B1 (en) * 2020-06-23 2021-06-17 허식 high-precision marine concrete structure

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006025629A (en) * 2004-07-13 2006-02-02 Sato Kensetsu Kk Concrete block for seaweed bed
KR101297714B1 (en) * 2011-06-30 2013-08-20 한동권 Tetrapod for breakwater
KR101681578B1 (en) * 2016-02-26 2016-12-01 김성도 Green Tetrapod and method thereof
CN106977158A (en) * 2017-04-26 2017-07-25 中交天航港湾建设工程有限公司 A kind of prefabricated duplex monolith coordination in works and its manufacture craft
KR102267021B1 (en) * 2020-06-23 2021-06-17 허식 high-precision marine concrete structure
KR20210158327A (en) * 2020-06-23 2021-12-30 허식 Design Method of Mix of Ready-Mixed Concrete to Manufacture Concrete Structures with Unit Weight of 2,700kg/m3 or More

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