[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH10183818A - Concrete structure containing rubber and manufacture thereof - Google Patents

Concrete structure containing rubber and manufacture thereof

Info

Publication number
JPH10183818A
JPH10183818A JP34431996A JP34431996A JPH10183818A JP H10183818 A JPH10183818 A JP H10183818A JP 34431996 A JP34431996 A JP 34431996A JP 34431996 A JP34431996 A JP 34431996A JP H10183818 A JPH10183818 A JP H10183818A
Authority
JP
Japan
Prior art keywords
rubber
aggregate
concrete structure
chip
concrete
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.)
Pending
Application number
JP34431996A
Other languages
Japanese (ja)
Inventor
Yoshio One
義男 大根
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.)
Mitani Sekisan Co Ltd
Original Assignee
Mitani Sekisan Co Ltd
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 Mitani Sekisan Co Ltd filed Critical Mitani Sekisan Co Ltd
Priority to JP34431996A priority Critical patent/JPH10183818A/en
Publication of JPH10183818A publication Critical patent/JPH10183818A/en
Pending 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
    • C04B18/18Waste materials; Refuse organic
    • C04B18/20Waste materials; Refuse organic from macromolecular compounds
    • C04B18/22Rubber, e.g. ground waste tires
    • 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)
  • Building Environments (AREA)

Abstract

PROBLEM TO BE SOLVED: To make it possible to mix rubber chips into concrete uniformly relatively easily by distributing rubber chips of a specified size into concrete uniformly at a specified percentage to the aggregate. SOLUTION: Rubber chips 4, 5 are made by adhering rubber obtained by crashing a used tire to metal, ceramic or glass cores. In such case, a concrete aggregate, rubber chips 4, 5 of 3 to 20vol.% of the aggregate and a mixture of cement 6 and water are filled in a die and formed. The size of the rubber chips 4, 5 is 1 to 15mm. If some of them are replaced by fibers, they shall be 0.5 to 2mm in diameter and 5 to 20mm in length. Furthermore, a rubber layer of 1mm or more in thickness is used to make sphere, cube, solid, rectangular parallelepiped and other irregular rubber chips 4, 5 which are distributed uniformly in a rubber material at a rate of 50% or less. Thus elasticity and energy absorbing performance are given to a vibration isolating structure and sound isolating property and impact resistance can be also increased.

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】この発明は、コンクリート内
に適量のゴムチップを均等分布させることにより耐衝撃
性、断熱性及び免震性を付与することを目的としたゴム
入りコンクリート構造体及びその製造方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rubber-containing concrete structure for imparting impact resistance, heat insulation and seismic isolation by uniformly distributing an appropriate amount of rubber chips in concrete, and a method of manufacturing the same. About.

【0002】[0002]

【従来の技術】従来コンクリート内に多数のゴム片を混
入することにより耐衝撃性、断熱性、防振性に富み、全
体が軽量となるようなゴム入りコンクリート構造物が知
られていた(特開昭52−98731号)。
2. Description of the Related Art Conventionally, a rubber-containing concrete structure is known in which a large number of rubber pieces are mixed into concrete, thereby having a high impact resistance, a heat insulating property and a vibration-proof property, and a light weight as a whole. Kaikai 52-98731).

【0003】[0003]

【発明により解決すべき課題】前記従来のゴム入りコン
クリートはゴムチップを単に混合し、その大きさ及び量
についての記載なく、その上軽量を一効果としている。
一般的にゴム量が多くなると強度が低下し、ゴム量を少
なくすると、強度の低下は防止できるが、弾性の低下に
ともなって防振性、断熱性も小さくなり、耐衝撃性も少
なくなるなどの問題点があった。
The above-mentioned conventional rubber-containing concrete simply mixes rubber chips, and has no effect on the size and amount of the rubber chips.
Generally, when the amount of rubber increases, the strength decreases, and when the amount of rubber decreases, the strength can be prevented from lowering. There was a problem.

【0004】またゴムチップは、骨材及びセメントに比
し比重が軽いので、混合時に偏在し易く、特に大きい物
(公知例の実施図面)に偏析の問題点があった。
Since the specific gravity of the rubber chip is lower than that of the aggregate and the cement, the rubber chip is apt to be unevenly distributed at the time of mixing.

【0005】[0005]

【課題を解決する為の手段】然るにこの発明はゴムチッ
プの大きさを1mm〜15mmとし、これを骨材量の3〜2
0%(容量)コンクリート内へ混在させることと、混合
手段に留意することにより、比較的容易にゴムチップが
均一に分布したコンクリート構造体を得ることができた
のである。
According to the present invention, the size of the rubber chip is set to 1 mm to 15 mm, and the size of the aggregate is set to 3 to 2 mm.
By mixing in 0% (volume) concrete and paying attention to the mixing means, a concrete structure in which rubber chips were uniformly distributed could be obtained relatively easily.

【0006】またゴムチップに比較的重い芯を入れると
(金属等の芯材の四外周にゴム層を設ける)、骨材との
比重差が小さくなって均一混合を容易にすると共に、取
扱い中の偏を防止し、強度を増強したのである。
When a relatively heavy core is inserted into a rubber chip (a rubber layer is provided on the outer periphery of a core such as a metal), the difference in specific gravity from the aggregate is reduced, and uniform mixing is facilitated. It prevented the bias and strengthened the strength.

【0007】即ち物の発明は、大きさ1mm〜15mmのゴ
ムチップを骨材の3〜20%(容積)宛コンクリート内
へ均等に分布させたことを特徴とするゴム入りコンクリ
ート構造体であり、ゴムチップは金属芯、セラミックス
芯又は硝子芯の回りにゴム層を被着して構成したもので
ある。
That is, the invention of a product is a rubber-containing concrete structure characterized in that rubber chips having a size of 1 mm to 15 mm are evenly distributed in concrete for 3 to 20% (volume) of aggregate. Is formed by applying a rubber layer around a metal core, ceramics core or glass core.

【0008】また方法の発明は、コンクリート用骨材
(細骨材、粗骨材)と、その3〜20%(容積)のゴム
チップと、適量のセメント及び水の混練物を型に充填し
て成形することを特徴としたゴム入りコンクリート構造
体の製造方法である。また他の発明は、コンクリート用
骨材と、該骨材の3〜20%(容量)のゴムチップと、
適量のセメント及び水の均一な混練物を、比重偏析防止
手段のもとに型に充填して成形することを特徴としたゴ
ム入りコンクリート構造体の製造方法であり、ゴムチッ
プの大きさを1mm〜15mmとし、ゴムチップの一部を繊
維とした場合には、直径0.5mm〜2mm、長さ5mm〜2
0mmとしたものである。更にゴムチップは、金属芯、セ
ラミックス芯又は硝子芯の外周に厚さ1mm以上のゴム層
を設け、球、立方体、直方体その他の不整形としたもの
であり、ゴムチップは、ゴム素材中に硬粒子(50%以
下)を均等分布させたものである。またゴムチップの材
質は、天然ゴム(加硫済)、合成ゴム、合成樹脂の単独
又は混合物としたものである。
The invention of the method is also characterized in that a mold is filled with a concrete aggregate (fine aggregate, coarse aggregate), rubber chips of 3 to 20% (volume) thereof, and an appropriate amount of kneaded material of cement and water. A method for producing a rubber-containing concrete structure, characterized by being molded. Still another invention is an aggregate for concrete, a rubber chip of 3 to 20% (volume) of the aggregate,
A method for producing a concrete structure with rubber, characterized in that an appropriate amount of cement and water are uniformly kneaded and filled into a mold under means for preventing specific gravity segregation. 15 mm, when a part of the rubber chip is made of fiber, the diameter is 0.5 mm to 2 mm and the length is 5 mm to 2 mm.
0 mm. Further, the rubber chip is provided with a rubber layer having a thickness of 1 mm or more on the outer periphery of a metal core, a ceramics core or a glass core, and is a sphere, a cube, a rectangular parallelepiped or other irregular shapes. (50% or less) are evenly distributed. The rubber chip is made of natural rubber (vulcanized), synthetic rubber, or synthetic resin alone or in a mixture.

【0009】前記において、ゴムチップの材質は、天然
ゴム、合成ゴム、合成樹脂の単独又は混合物としたが、
その他のゴム加工物であってもよく形状に限定はない。
またゴムチップは1mm〜5mm程度の大きさと、5mm〜1
5mm程度の大きさとの割合は、必ずしも一定でなく篩別
する必要はない。前記比較的小粒のゴムチップと、大粒
のゴムチップとは恰もコンクリート製品の骨材における
砂と砂利(礫)のような関係にあるので、砂を多く用い
て小粒のゴムチップを少なくし、又は砂利を多くして大
粒のゴムチップを少なくするなど、コンクリート製品の
用途に応じゴムチップの大きさと量を使い分ける必要が
ある。またゴムチップと、セメントとの親和性(付着
力)を向上させる為の手段を講じる必要がある。例えば
ゴムチップの表面積を増加させる手段(表面凹凸)、表
面性、弾性等改善の為のゴムの品質の改良などもある。
更に前記発明のようにゴムチップへ強靭な芯を入れるに
際してのゴムチップの表面改良もある。
In the above, the material of the rubber chip was natural rubber, synthetic rubber, or a synthetic resin alone or as a mixture.
Other rubber processed products may be used, and the shape is not limited.
The rubber tip is about 1mm to 5mm in size and 5mm to 1mm.
The ratio with the size of about 5 mm is not always constant and does not need to be sieved. Since the relatively small-sized rubber chips and the large-sized rubber chips have a relationship like sand and gravel (gravel) in the aggregate of concrete products, a large amount of sand is used to reduce small-sized rubber chips or to increase gravel. It is necessary to use different sizes and amounts of rubber chips according to the application of the concrete product, such as reducing the number of large rubber chips. In addition, it is necessary to take measures for improving the affinity (adhesive force) between the rubber chip and the cement. For example, there are means for increasing the surface area of the rubber chip (surface irregularities), and improvement of rubber quality for improving surface properties, elasticity, and the like.
Further, there is a surface improvement of the rubber chip when a tough core is inserted into the rubber chip as in the above invention.

【0010】前記発明においてゴムチップの量を骨材の
3〜20%(容量)としたのは、ゴムチップを骨材と考
えると共に、その混入量が3%以下になると、弾性その
他ゴムチップを混入した為に生じる特性が見られなくな
る為である。また混入量を20%以上にすると、ゴムチ
ップの特性は発揮されるけれどもコンクリート構造体本
来の耐圧力が急激に低下するからである。換言すれば、
ゴム入りコンクリート構造体から、ゴムを主体とするコ
ンクリート構造体に変質するからである。
In the above invention, the reason why the amount of the rubber chip is set to 3 to 20% (volume) of the aggregate is that the rubber chip is considered as the aggregate, and when the amount of the rubber chip is 3% or less, the elastic and other rubber chips are mixed. This is because the characteristics that occur in are no longer seen. Further, when the mixing amount is 20% or more, the characteristics of the rubber chip are exhibited, but the original withstand pressure of the concrete structure rapidly decreases. In other words,
This is because the concrete structure with rubber is transformed into a concrete structure mainly composed of rubber.

【0011】従って免震コンクリート構造体であって
も、耐圧性以外の用途として用いる場合には、必要性が
生れる可能性がある。
Therefore, there is a possibility that a seismic isolation concrete structure may need to be used when it is used for applications other than pressure resistance.

【0012】ゴムチップの大きさについては、1mm〜5
mm程度が砂に相当し、5mm〜15mm程度が砂利に相当す
ると考えられるが、用途によっては15mm以上も使用し
得ることは大粒砂利等を使用する場合と同一である。
Regarding the size of the rubber chip, 1 mm to 5 mm
It is considered that about mm corresponds to sand and about 5 mm to 15 mm corresponds to gravel. However, depending on the application, it is possible to use more than 15 mm as in the case of using large grain gravel.

【0013】この発明のコンクリート構造体は、コンク
リート杭、コンクリート建造物の基礎に用いる耐圧盤、
その他重量物の支持盤などに有効であるが、免震性能、
耐衝撃性及び防振性などの諸特性があるが、この発明に
おいては、耐圧特性を生かした免震部材を中心とした基
礎関連構造体である。
[0013] The concrete structure of the present invention comprises a concrete pile, a pressure plate used as a foundation for a concrete building,
It is effective for supporting boards for heavy objects, etc.
Although it has various characteristics such as impact resistance and vibration proofing, in the present invention, it is a foundation-related structure centered on a seismic isolation member utilizing the pressure resistance characteristics.

【0014】[0014]

【発明の実施形態】この発明は、コンクリート構造体内
へゴムチップを均等に分布させるゴム入りコンクリート
構造体及びその製造方法である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention is a rubber-containing concrete structure for evenly distributing rubber chips in a concrete structure, and a method for producing the same.

【0015】[0015]

【実施例1】砂2.5部、砂利3部と、ゴムチップ2.
5部と、セメント3部及び適量の水とを撹拌機に入れて
均一に混合し、撹拌しながら型に充填して固化すれば、
この発明のコンクリート構造体1が出来る。図中2は
砂、3は砂利、4は小さいゴムチップ、5は大きいゴム
チップ、6はセメントである。
Example 1 2.5 parts of sand, 3 parts of gravel, and rubber chip
If 5 parts, 3 parts of cement and an appropriate amount of water are put into a stirrer and uniformly mixed, and filled into a mold while stirring, and solidified,
The concrete structure 1 of the present invention is obtained. In the figure, 2 is sand, 3 is gravel, 4 is a small rubber chip, 5 is a large rubber chip, and 6 is cement.

【0016】[0016]

【実施例2】砂550kgと、砂利850kgに、大きさ1
〜5mmのゴムチップ70kg、大きさ6〜10mmのゴムチ
ップ100kgを混入すると共に、セメント430kg、水
190kgを加え、これを回転撹拌機に入れて3分間撹拌
した後、開口部から、シュートを介して混合物を排出
し、型内に入れて充填固化すれば、この発明のコンクリ
ート製品ができる。
[Example 2] 550kg of sand and 850kg of gravel, size 1
70 kg of rubber chips of 55 mm and 100 kg of rubber chips of 6 to 10 mm in size were added, 430 kg of cement and 190 kg of water were added, and the mixture was stirred for 3 minutes in a rotary stirrer. Is discharged and put into a mold to be filled and solidified, whereby the concrete product of the present invention is obtained.

【0017】[0017]

【実施例3】図2の実施例は、直径6mmの鋼球7に厚さ
4mmのゴム層8を被着固定した直径14mmのゴムチップ
9である。
Embodiment 3 The embodiment shown in FIG. 2 is a rubber chip 9 having a diameter of 14 mm in which a rubber layer 8 having a thickness of 4 mm is adhered and fixed to a steel ball 7 having a diameter of 6 mm.

【0018】[0018]

【実施例4】図3の実施例は、直径12mmの自然ゴム1
0内にその30%(重量)のセラミックス粒子11を混
入し、成形加硫したゴムチップ12である。前記セラミ
ックス粒子に代えて金属粒子又はカーボン粒子を入れる
場合がある。
Embodiment 4 FIG. 3 shows an example of a natural rubber 1 having a diameter of 12 mm.
The rubber chip 12 is obtained by mixing and forming 30% (by weight) of the ceramic particles 11 in the mold 0 and vulcanizing. Metal particles or carbon particles may be used instead of the ceramic particles.

【0019】[0019]

【発明の効果】この発明によれば、コンクリート構造体
内へゴムチップを混入したので、弾性及びエネルギー吸
収能がある免震構造体であり、併せて防音性、耐衝撃性
を向上する効果がある。
According to the present invention, since the rubber chip is mixed into the concrete structure, the seismic isolation structure has elasticity and energy absorbing ability, and has an effect of improving soundproofing and impact resistance.

【0020】特に極めて大きい荷重にも耐え得るので建
造物の基礎材として極めて有効である。また混合して成
形すればよいので製造も簡単である。
Particularly, since it can withstand an extremely large load, it is extremely effective as a base material of a building. In addition, since it is only necessary to mix and mold, the production is simple.

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

【図1】この発明のコンクリート構造体(ブロック)の
一部を破切した斜視図。
FIG. 1 is a perspective view of a concrete structure (block) according to the present invention, which is partially cut away.

【図2】同じくゴムチップの実施例の断面拡大図。FIG. 2 is an enlarged sectional view of an embodiment of the rubber chip.

【図3】同じく他の実施例の断面拡大図。FIG. 3 is an enlarged cross-sectional view of another embodiment.

【符号の説明】[Explanation of symbols]

1 コンクリート構造体 2 砂 3 砂利 4、5 大小のゴムチップ 6 セメント 7 鋼球 8 ゴム層 9、12 ゴムチップ 10 自然ゴム 11 セラミックス粒子 12 ゴムチップ DESCRIPTION OF SYMBOLS 1 Concrete structure 2 Sand 3 Gravel 4, 5 Large and small rubber chip 6 Cement 7 Steel ball 8 Rubber layer 9, 12 Rubber chip 10 Natural rubber 11 Ceramic particles 12 Rubber chip

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 大きさ1mm〜15mmのゴムチップを骨材
の3〜20%(容積)宛コンクリート内へ均等に分布さ
せたことを特徴とするゴム入りコンクリート構造体。
1. A rubber-containing concrete structure characterized in that rubber chips having a size of 1 mm to 15 mm are evenly distributed in concrete for 3 to 20% (volume) of aggregate.
【請求項2】 ゴムチップは、使用済タイヤを破砕して
得られたものと、金属芯、セラミックス芯又は硝子芯の
回りにゴム層を被着して構成した請求項1記載のゴム入
りコンクリート構造体。
2. The rubber-filled concrete structure according to claim 1, wherein the rubber chip is obtained by crushing a used tire and a rubber layer is applied around a metal core, a ceramics core, or a glass core. body.
【請求項3】 コンクリート用骨材(細骨材、粗骨材)
と、その3〜20%(容積)のゴムチップと、適量のセ
メント及び水の混練物を型に充填して成形することを特
徴としたゴム入りコンクリート構造体の製造方法。
3. Aggregate for concrete (fine aggregate, coarse aggregate)
And a rubber chip of 3 to 20% (by volume) and a kneaded material of an appropriate amount of cement and water are filled in a mold and molded, and a method for producing a rubber-containing concrete structure is provided.
【請求項4】 コンクリート用骨材と、該骨材の3〜2
0%(容量)のゴムチップと、適量のセメント及び水の
均一な混練物を、比重偏析防止手段のもとに型に充填し
て成形することを特徴としたゴム入りコンクリート構造
体の製造方法。
4. An aggregate for concrete and 3 to 2 of the aggregate
A method for producing a rubber-containing concrete structure, characterized by filling a mold with 0% (volume) of rubber chips and an appropriate amount of uniformly kneaded cement and water under specific gravity segregation preventing means.
【請求項5】 ゴムチップの大きさを1mm〜15mmと
し、ゴムチップの一部を繊維とした場合には、直径0.
5mm〜2mm、長さ5mm〜20mmとした請求項3又は4記
載のゴム入りコンクリート構造体の製造方法。
5. When the size of the rubber chip is 1 mm to 15 mm and a part of the rubber chip is made of fiber, the diameter is 0.
The method for producing a rubber-containing concrete structure according to claim 3 or 4, wherein the length is 5 mm to 2 mm and the length is 5 mm to 20 mm.
【請求項6】 ゴムチップは、金属芯、セラミックス芯
又は硝子芯の外周に厚さ1mm以上のゴム層を設け、球、
立方体、直方体その他の不整形とした請求項3又は4記
載のゴム入りコンクリート構造体の製造方法。
6. A rubber chip is provided with a rubber layer having a thickness of 1 mm or more on the outer periphery of a metal core, a ceramics core or a glass core,
The method for producing a rubber-containing concrete structure according to claim 3 or 4, wherein the shape is a cube, a rectangular parallelepiped, or other irregular shape.
【請求項7】 ゴムチップは、ゴム素材中に硬粒子(5
0%以下)を均等分布させたことを特徴とする請求項3
又は4記載のゴムチップ入り構造体の製造方法。
7. A rubber chip comprises hard particles (5) in a rubber material.
0% or less) is evenly distributed.
Or the manufacturing method of the structure containing a rubber chip as described in 4.
【請求項8】 ゴムチップの材質は、天然ゴム(加硫
済)、合成ゴム、合成樹脂の単独又は混合物としたこと
を特徴とする請求項3、4、5、6、7中何れか1つ記
載のゴムチップ入り構造体の製造方法。
8. The material according to claim 3, wherein the rubber chip is made of a natural rubber (vulcanized), a synthetic rubber, or a synthetic resin alone or in a mixture. A method for producing the rubber chip-containing structure according to the above.
JP34431996A 1996-12-24 1996-12-24 Concrete structure containing rubber and manufacture thereof Pending JPH10183818A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34431996A JPH10183818A (en) 1996-12-24 1996-12-24 Concrete structure containing rubber and manufacture thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34431996A JPH10183818A (en) 1996-12-24 1996-12-24 Concrete structure containing rubber and manufacture thereof

Publications (1)

Publication Number Publication Date
JPH10183818A true JPH10183818A (en) 1998-07-14

Family

ID=18368326

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34431996A Pending JPH10183818A (en) 1996-12-24 1996-12-24 Concrete structure containing rubber and manufacture thereof

Country Status (1)

Country Link
JP (1) JPH10183818A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2416130A (en) * 2004-07-15 2006-01-18 Elliott Tennis Courts Ltd Construction Material
CN104098297A (en) * 2013-04-13 2014-10-15 山东交通学院 Method for controlling bedrock-confined concrete crack based on strain gradient

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2416130A (en) * 2004-07-15 2006-01-18 Elliott Tennis Courts Ltd Construction Material
GB2416130B (en) * 2004-07-15 2008-12-17 Elliott Tennis Courts Ltd Construction material
CN104098297A (en) * 2013-04-13 2014-10-15 山东交通学院 Method for controlling bedrock-confined concrete crack based on strain gradient

Similar Documents

Publication Publication Date Title
JPH11156725A (en) Resinoid grinding wheel
CN101531821A (en) Glass fiber reinforced polyester mineral composite material and preparation method thereof
US6365275B1 (en) Polystyrene beads
US5096865A (en) High density fused silica process and product
US4267402A (en) Polymer concrete body with vibration molded threads, method of making same, and electrical insulator provided with the same
CA1175665A (en) Abrasive article
JPH10183818A (en) Concrete structure containing rubber and manufacture thereof
CA2015128A1 (en) Method for disposing of rest material by incorporating it in shaped articles and shaped articles manufactured according to the method
CN101531803A (en) Carbon fiber reinforced polyester mineral composite material and preparation method thereof
JP4329490B2 (en) Acoustic matching layer
WO2007049136A2 (en) Method of making constructional elements
JPH07314439A (en) Covered powder-grain, molding, and its production
CN111908948A (en) Preparation method of composite foam concrete
JPH07277794A (en) Lightweight concrete aggregate
JPS6221737A (en) Manufacture of fiber reinforced cement formed body
JPH03169901A (en) Water-permeable pavement block and manufacturing method therefor
JPH06157106A (en) Composite material consisting of cement and powdery vulcanized rubber
RU2135425C1 (en) Polymer concrete mix
JP2731894B2 (en) Surface mold for molding concrete products and method for producing the same
JPH0987052A (en) Lightweight foamed concrete board and its production
JP2002274915A (en) Lightweight inorganic formed product and its production process
JPS6221770A (en) Manufacture of water-permeable tile
JPH03200851A (en) Powdered rubber composition and rubber block molded therefrom
JP2023051284A (en) Pressure-receiving structure
SU1619165A1 (en) Material of damper for ultrasonic transducer

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20051020

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20051101

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20051226

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20060228