JPH05285912A - Production of laminate of elastic surface layer material and concrete structure - Google Patents

Production of laminate of elastic surface layer material and concrete structure

Info

Publication number
JPH05285912A
JPH05285912A JP4087195A JP8719592A JPH05285912A JP H05285912 A JPH05285912 A JP H05285912A JP 4087195 A JP4087195 A JP 4087195A JP 8719592 A JP8719592 A JP 8719592A JP H05285912 A JPH05285912 A JP H05285912A
Authority
JP
Japan
Prior art keywords
adhesive
surface layer
concrete
elastic surface
layer 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.)
Pending
Application number
JP4087195A
Other languages
Japanese (ja)
Inventor
Masayuki Fujii
真之 藤井
Kazuto Uragami
和人 浦上
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.)
Hayakawa Rubber Co Ltd
Original Assignee
Hayakawa Rubber 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 Hayakawa Rubber Co Ltd filed Critical Hayakawa Rubber Co Ltd
Priority to JP4087195A priority Critical patent/JPH05285912A/en
Publication of JPH05285912A publication Critical patent/JPH05285912A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To reduce production cost to a large extent and to increase bonding strength by applying an adhesive to the rear of an elastic surface layer material to pour concrete not hardened into the space above the elastic surface layer material and ageing the concrete not hardened not only to obtain a concrete structure but also to cure the adhesive. CONSTITUTION:Elastic surface layer materials 2 are closely laid on the bottom part of the inside space 1a of a form 1 so that the surfaces 2a of the elastic surface layer materials 2 are brought into contact with the wall surface 1b of the bottom part of the inside space 1a and the rears 2b thereof are turned upwardly to form a flat surface. Subsequently, a primer is pref. applied to the rears 2b and an adhesive 3A is uniformly applied to the primer coated rears. Concrete 4A not hardened is poured into the inside space 1a and aged according to a usual method. Whereupon, the concrete 4A not hardened is cured in this stage to become a concrete structure and the uncured adhesive 3A is cured at the same time to become an adhesive layer. This laminate is demolded and carried to the spot to be executed.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート構造物の
表面に弾性表層材を敷設するための方法に関するもので
ある。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for laying an elastic surface material on the surface of a concrete structure.

【0002】[0002]

【従来の技術】コンクリート構造物の表面に、ゴムタイ
ル等の弾性表層材を敷設し、コンクリート構造物を化粧
する技術が注目されている。これによれば、様々な模様
を持った、外観の良い床面、壁面、天井面、舗道などを
比較的低コストで建築できる。
2. Description of the Related Art A technique for laying an elastic surface layer material such as a rubber tile on the surface of a concrete structure to make up the concrete structure has been attracting attention. According to this, it is possible to construct a well-appearing floor surface, wall surface, ceiling surface, pavement or the like having various patterns at a relatively low cost.

【0003】コンクリート構造物の表面に弾性表層材を
敷設する方法として、従来は以下の方法がある。 (1) 建設現場で生コンクリートを打設し、養生させた
後、弾性表層材の裏面に接着剤を塗布し、弾性表層材を
敷設し、接着する。 (2) 型枠内に生コンクリートを流し込み、コンクリート
構造物を成形する。次いで、弾性表層材の裏面に接着剤
を塗布し、コンクリート構造物の表面に弾性表層材を接
着する。
Conventionally, there are the following methods for laying an elastic surface material on the surface of a concrete structure. (1) After pouring fresh concrete at the construction site and curing it, an adhesive is applied to the back surface of the elastic surface material, and the elastic surface material is laid and adhered. (2) Pouring ready-mixed concrete into the mold to form a concrete structure. Next, an adhesive is applied to the back surface of the elastic surface layer material to bond the elastic surface layer material to the surface of the concrete structure.

【0004】[0004]

【発明が解決しようとする課題】上記の方法では、いず
れも、まず生コンクリートを養生、硬化させ、次いでコ
ンクリート構造物の表面レイタンス、汚れ等を除去し、
弾性表層材の裏面にプライマーを塗布し、接着剤を塗布
する。そして、弾性表層材を敷設し、接着剤が硬化する
まで弾性表層材を固定し、放置しておく必要がある。し
かし、生コンクリートの硬化と接着剤の硬化とは、いず
れも相当の時間がかかる。従って、建設現場でこうした
一連の工事を実施すると、施工コストが高くなり、工事
が著しく遅れる。また、型枠を用いた場合も、やはり作
業に長時間を要し、製造コストが高い。更に、生コンク
リートを現場に打設する場合には、硬化後のコンクリー
ト構造物の表面に凹凸が生じ、平滑面が得られない。従
って、弾性表層材を接着する際に、接着剤の塗布量など
を調整することで、コンクリート表面の不陸を吸収する
必要がある。
In any of the above methods, first, the raw concrete is cured and hardened, and then the surface latance and dirt of the concrete structure are removed.
A primer and an adhesive are applied to the back surface of the elastic surface layer material. Then, it is necessary to lay the elastic surface layer material, fix the elastic surface layer material until the adhesive is cured, and leave it standing. However, both the hardening of the green concrete and the hardening of the adhesive take a considerable amount of time. Therefore, if such a series of construction work is carried out at the construction site, the construction cost will be high and the construction will be significantly delayed. Further, even when a mold is used, the work still requires a long time and the manufacturing cost is high. Furthermore, when pouring fresh concrete on site, unevenness occurs on the surface of the concrete structure after hardening, and a smooth surface cannot be obtained. Therefore, when the elastic surface layer material is bonded, it is necessary to absorb the unevenness of the concrete surface by adjusting the application amount of the adhesive and the like.

【0005】本発明の課題は、弾性表層材とコンクリー
ト構造物との積層体を製造するのに際し、この積層体の
生産性を向上させ、製造コストを下げることである。
An object of the present invention is to improve the productivity of the laminate and to reduce the production cost when producing the laminate of the elastic surface layer material and the concrete structure.

【0006】[0006]

【課題を解決するための手段】本発明は弾性表層材を成
形し、型枠の内側壁面に前記弾性表層材をその表面が内
側壁面に当接するように敷設し、前記弾性表層材の裏面
に接着剤を塗布し、塗布された接着剤が硬化する前に前
記型枠内に生コンクリートを流し込み、この生コンクリ
ートを養生させてコンクリート構造物を得るのと共に前
記接着剤を硬化させてコンクリート構造物と前記弾性表
層材とを接着する、弾性表層材とコンクリート構造物と
の積層体の製造方法に係るものである。
According to the present invention, an elastic surface material is molded, and the elastic surface material is laid on the inner wall surface of a mold so that the surface of the elastic surface material contacts the inner wall surface. Applying an adhesive, pouring fresh concrete into the mold before the applied adhesive hardens, and curing the fresh concrete to obtain a concrete structure, and at the same time hardening the adhesive to give a concrete structure The present invention relates to a method for manufacturing a laminate of an elastic surface layer material and a concrete structure, in which the elastic surface layer material and the elastic surface layer material are bonded together.

【0007】[0007]

【実施例】以下、本発明の実施例を説明する。まず、本
実施例では、平面的にみて長方形または正方形の弾性表
層材2を用いた。弾性表層材2の寸法は、図4に示すよ
うに、平面的に隙間なく敷設できるように設定されてい
る。
EXAMPLES Examples of the present invention will be described below. First, in this example, the rectangular or square elastic surface layer material 2 in plan view was used. As shown in FIG. 4, the dimensions of the elastic surface layer material 2 are set so that the elastic surface layer material 2 can be laid on a plane without a gap.

【0008】弾性表層材2の材質としては、ゴム工業、
プラスチック工業において通常使用される弾性体を用い
ることができる。例えば、メインポリマーとして、PVC
、スチレンブタジエンゴム、天然ゴム、CSM 、CPE 、
ブチルゴム、RB、イソプレンゴム、ポリウレタンや、こ
れらの混合物を使用できる。弾性表層材2の成形法とし
ては、金型成形、カレンダー成形等があり、必要に応じ
て加硫する。また、タイヤ粉末等の加硫ゴム粉末を、バ
インダー中に成形して得た成形体も使用できる。また、
弾性表層材2自体は、図面上は一重構造として示してあ
るが、表面化粧層と裏面層とに分離してもよい。この場
合は、表面化粧層に渦巻模様、縞模様、海島状の模様な
どを設けてよい。
As the material of the elastic surface layer material 2, rubber industry,
Any elastic body commonly used in the plastics industry can be used. For example, as the main polymer, PVC
, Styrene butadiene rubber, natural rubber, CSM, CPE,
Butyl rubber, RB, isoprene rubber, polyurethane and mixtures thereof can be used. Examples of the method for molding the elastic surface layer material 2 include die molding, calender molding, and the like, and vulcanization is performed if necessary. A molded product obtained by molding vulcanized rubber powder such as tire powder in a binder can also be used. Also,
Although the elastic surface layer material 2 itself is shown as a single structure in the drawings, it may be separated into a surface decorative layer and a back surface layer. In this case, the surface decorative layer may be provided with a spiral pattern, a striped pattern, a sea-island pattern, or the like.

【0009】図1に示すように、コンクリートを流し込
むための型枠1の内側空間1aの底部に、弾性表層材2を
隙間なく敷設する。この際、底部壁面1bに、各弾性表層
材2の表面2aが当接するようにする。各弾性表層材2の
裏面2bが上を向く。この状態で、裏面2bが平坦面を形成
する。次いで、裏面2bに好ましくはプライマーを塗布し
た後、接着剤3Aを均一に塗布する。
As shown in FIG. 1, an elastic surface layer material 2 is laid without a gap at the bottom of an inner space 1a of a form 1 for pouring concrete. At this time, the surface 2a of each elastic surface layer material 2 is brought into contact with the bottom wall surface 1b. The back surface 2b of each elastic surface material 2 faces upward. In this state, the back surface 2b forms a flat surface. Next, the back surface 2b is preferably coated with a primer, and then the adhesive 3A is uniformly coated.

【0010】次いで、図2に示すように、生コンクリー
ト4Aを内側空間1aに充填し、常法に従って養生させる。
この段階で、図3に示すように、生コンクリート4Aが硬
化してコンクリート構造物4Bになり、これと共に、未硬
化の接着剤3Aが硬化して接着剤層3Bになる。この積層体
を脱型し、現場へ運搬し、施工する。各弾性表層材2の
裏面2bはコンクリート構造物4Bに接着され、表面2aが露
出する。そして、図4に示すように、弾性表層材2が、
コンクリート構造物4Bの表面を覆う。
Then, as shown in FIG. 2, green concrete 4A is filled in the inner space 1a and cured according to a conventional method.
At this stage, as shown in FIG. 3, the green concrete 4A hardens to become the concrete structure 4B, and along with this, the uncured adhesive 3A hardens to become the adhesive layer 3B. This laminate is demolded, transported to the site, and constructed. The back surface 2b of each elastic surface material 2 is bonded to the concrete structure 4B, and the front surface 2a is exposed. Then, as shown in FIG. 4, the elastic surface layer material 2 is
Cover the surface of the concrete structure 4B.

【0011】接着剤3Aとしては、クロロプレンゴム系、
スチレンブタジエンゴム系、NBR 系等の合成ゴム系接着
剤、酢酸ビニル系、アクリル系等の熱可塑性樹脂系接着
剤、エポキシ樹脂系、ウレタン樹脂系接着剤等を例示で
きる。一液性、二液性共に使用することが可能である
が、非水溶タイプのものが特に好ましい。生コンクリー
ト4Aとしては、水、セメント、砂、砂利等を混練したも
の等を使用できる。ある程度以上の強度を要求されるよ
うな場合には、生コンクリート中に鉄筋を埋設し、鉄筋
コンクリートを作ることができる。
As the adhesive 3A, a chloroprene rubber type,
Examples thereof include styrene-butadiene rubber-based and NBR-based synthetic rubber-based adhesives, vinyl acetate-based and acrylic-based thermoplastic resin adhesives, epoxy resin-based adhesives, urethane resin-based adhesives, and the like. Both the one-pack type and the two-pack type can be used, but the water-insoluble type is particularly preferable. As the raw concrete 4A, a mixture of water, cement, sand, gravel, etc. can be used. When a certain level of strength is required, reinforced concrete can be made by embedding reinforcing bars in fresh concrete.

【0012】本発明者は、上記したように弾性表層材2
の裏面2bに接着剤3Aを塗布し、接着剤3Aが未硬化のうち
に生コンクリート4Aを流し込んでも、生コンクリート4A
の硬化と共に接着剤3Aの硬化が充分に進行することを見
出した。これにより、従来の製法に比べて、積層体の製
造に要する時間が大幅に短縮され、作業の手間が少なく
なり、製造コストが大幅に下がった。
As described above, the present inventor has made the elastic surface layer material 2
Even if the adhesive 3A is applied to the back surface 2b of the, and the concrete 3A is poured while the adhesive 3A is uncured,
It was found that the curing of the adhesive 3A proceeded sufficiently with the curing of the. As a result, compared with the conventional manufacturing method, the time required for manufacturing the laminated body is significantly shortened, the labor of the work is reduced, and the manufacturing cost is significantly reduced.

【0013】しかも、意外なことに接着剤3Aの硬化と生
コンクリート4Aの硬化とを同時に進めると、コンクリー
ト構造物4Bと弾性表層材2との接着力がかえって向上す
ることが判った。この理由は明らかではないが、接着材
3Aの分子の反応性基と生コンクリート4Aの成分とが反応
したり、接着剤3Aのアンカー効果があるためとも考えら
れる。
Moreover, it was surprisingly found that when the hardening of the adhesive 3A and the hardening of the ready-mixed concrete 4A were simultaneously progressed, the adhesive strength between the concrete structure 4B and the elastic surface material 2 was rather improved. The reason for this is not clear, but the adhesive
It is also considered that the reactive group of the molecule of 3A reacts with the component of ready-mixed concrete 4A and that the adhesive 3A has an anchoring effect.

【0014】更に、具体的な実験結果について述べる。
合成ゴム70重量部、天然ゴム30重量部、顔料10重量部、
ステアリン酸15重量部、酸化亜鉛5重量部、充填剤150
重量部、ナフテン系オイル10重量部、硫黄2重量部、加
硫促進剤3重量部を、常法によって加工し、厚さ10mm、
縦 100mm、横100mm の寸法の加硫ゴムタイル2を製造し
た。加硫ゴムタイル2の表面2aには、凹凸模様を施し
た。次いで、各加硫ゴムタイル2の裏面2bに、トリクロ
ロイソシアヌルアシッド系プライマーを塗布し、図1に
示すように、型枠1内に加硫ゴムタイル2を敷設した。
Further, concrete experimental results will be described.
70 parts by weight of synthetic rubber, 30 parts by weight of natural rubber, 10 parts by weight of pigment,
Stearic acid 15 parts by weight, zinc oxide 5 parts by weight, filler 150
10 parts by weight, 10 parts by weight of naphthenic oil, 2 parts by weight of sulfur, and 3 parts by weight of vulcanization accelerator were processed by a conventional method to obtain a thickness of 10 mm,
A vulcanized rubber tile 2 having a length of 100 mm and a width of 100 mm was manufactured. The surface 2a of the vulcanized rubber tile 2 was provided with an uneven pattern. Next, the back surface 2b of each vulcanized rubber tile 2 was coated with a trichloroisocyanuric acid-based primer, and the vulcanized rubber tile 2 was laid inside the mold 1 as shown in FIG.

【0015】次いで、エポキシ系接着剤3A「コニシE-35
0 」を2液攪拌した後、篩目ゴテにて400g/m2 の割合
で、裏面2bに塗布した。次に、予め組み立てた鉄筋を型
枠1内に設置した。一方、水3重量部、セメント5重量
部、細骨材14重量部、粗骨材25重量部、AE剤0.004 重量
部を配合し、ミキサーで混練して生コンクリート4Aを製
造し、生コンクリート4Aを型枠1内に流し込んだ。次い
で、バイブレーターで固締めを行い、3時間自然養生
し、60℃で低圧蒸気養生を10時間行い、温度を徐々に室
温まで下げ、室温で1日養生し、コンクリートを硬化さ
せた。そして、型枠1を取り除き、図3、図4に示す積
層体を得た。
Next, the epoxy adhesive 3A "Konishi E-35"
After stirring 2 liquids of "0", it was applied to the back surface 2b at a rate of 400 g / m 2 with a sieve mesh iron. Next, the pre-assembled rebar was installed in the formwork 1. On the other hand, 3 parts by weight of water, 5 parts by weight of cement, 14 parts by weight of fine aggregate, 25 parts by weight of coarse aggregate, 0.004 parts by weight of AE agent are mixed and kneaded with a mixer to produce ready-mixed concrete 4A. Was poured into the formwork 1. Then, it was tightened with a vibrator, naturally cured for 3 hours, low-pressure steam cured at 60 ° C. for 10 hours, the temperature was gradually lowered to room temperature, and cured for 1 day at room temperature to cure the concrete. Then, the mold 1 was removed to obtain the laminated body shown in FIGS. 3 and 4.

【0016】こうして得た積層体について、加硫ゴムタ
イル2とコンクリート構造物4Bとの接着強度を測定した
ところ 5.0 kg/inch(180°剥離強度) であった。一方、
上記と同じ生コンクリート、接着剤及び弾性表層材を用
い、積層体を製造した。まず、上記の生コンクリートを
型枠に流し込んで成形し、養生、硬化させ、コンクリー
ト構造物4Bを得た。そして、弾性表層材2の裏面2bに、
上記のプライマー及び接着剤を塗布し、弾性表層材2を
コンクリート構造物4Bに貼り付け、接着剤を硬化させ
た。この積層体について、弾性表層材2とコンクリート
構造物4Bとの接着強度を測定したところ 4.2 kg/inch(1
80°剥離強度) であった。
With respect to the laminate thus obtained, the adhesive strength between the vulcanized rubber tile 2 and the concrete structure 4B was measured and found to be 5.0 kg / inch (180 ° peel strength). on the other hand,
A laminate was produced using the same fresh concrete, adhesive and elastic surface layer material as above. First, the above-mentioned green concrete was poured into a mold to be molded, cured, and cured to obtain a concrete structure 4B. Then, on the back surface 2b of the elastic surface layer material 2,
The above-mentioned primer and adhesive were applied, the elastic surface layer material 2 was attached to the concrete structure 4B, and the adhesive was cured. The adhesive strength between the elastic surface material 2 and the concrete structure 4B of this laminate was measured to be 4.2 kg / inch (1
The peel strength was 80 °).

【0017】[0017]

【発明の効果】以上述べたように、本発明によれば、弾
性表層材の裏面に接着剤を塗布し、塗布された接着剤が
硬化する前に型枠内に生コンクリートを流し込み、生コ
ンクリートを養生させるのと共に接着剤を硬化させてい
るので、積層体の製造に要する時間が大幅に短縮され、
作業の手間が少なくなり、製造コストが大幅に下がっ
た。しかも、弾性表層材とコンクリート構造物との接着
強度が従来よりも増大した。
As described above, according to the present invention, the adhesive is applied to the back surface of the elastic surface layer material, and the ready-mixed concrete is poured into the mold before the applied adhesive is hardened to prepare the ready-mixed concrete. Since the adhesive is cured while curing the, the time required to manufacture the laminate is greatly shortened,
The time and effort of the work are reduced, and the manufacturing cost is significantly reduced. Moreover, the adhesive strength between the elastic surface layer material and the concrete structure is increased as compared with the conventional one.

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

【図1】型枠1内の底部に弾性表層材2を敷設した状態
を示す断面図である。
FIG. 1 is a cross-sectional view showing a state where an elastic surface layer material 2 is laid on the bottom of a mold 1.

【図2】型枠1内に生コンクリート4Aを流し込んだ状態
を示す断面図である。
FIG. 2 is a cross-sectional view showing a state where ready-mixed concrete 4A is poured into the formwork 1.

【図3】積層体を型枠1から脱型した状態を示す断面図
である。
FIG. 3 is a cross-sectional view showing a state where the laminated body is demolded from the mold 1.

【図4】弾性表層材2を敷設した状態を示す平面図であ
る。
FIG. 4 is a plan view showing a state in which an elastic surface layer material 2 is laid.

【符号の説明】[Explanation of symbols]

1 型枠 2 弾性表層材 2a 表面 2b 裏面 3A 未硬化の接着剤 3B 硬化した接着剤 4A 生コンクリート 4B コンクリート構造物 1 Formwork 2 Elastic surface layer material 2a Front surface 2b Back surface 3A Unhardened adhesive 3B Hardened adhesive 4A Ready-mixed concrete 4B Concrete structure

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 弾性表層材を成形し、型枠の内側壁面に
前記弾性表層材をその表面が内側壁面に当接するように
敷設し、前記弾性表層材の裏面に接着剤を塗布し、塗布
された接着剤が硬化する前に前記型枠内に生コンクリー
トを流し込み、この生コンクリートを養生させてコンク
リート構造物を得るのと共に前記接着剤を硬化させてコ
ンクリート構造物と前記弾性表層材とを接着する、弾性
表層材とコンクリート構造物との積層体の製造方法。
1. An elastic surface layer material is molded, and the elastic surface layer material is laid on the inner wall surface of a mold so that the surface of the elastic surface layer material abuts the inner wall surface, and an adhesive is applied to the back surface of the elastic surface material and applied. Pour fresh concrete into the mold before the adhesive is cured, and cure the raw concrete to obtain a concrete structure, and at the same time cure the adhesive to concrete structure and the elastic surface layer material. A method for manufacturing a laminate of an elastic surface layer material and a concrete structure, which are bonded together.
JP4087195A 1992-04-08 1992-04-08 Production of laminate of elastic surface layer material and concrete structure Pending JPH05285912A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4087195A JPH05285912A (en) 1992-04-08 1992-04-08 Production of laminate of elastic surface layer material and concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4087195A JPH05285912A (en) 1992-04-08 1992-04-08 Production of laminate of elastic surface layer material and concrete structure

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JPH05285912A true JPH05285912A (en) 1993-11-02

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JP4087195A Pending JPH05285912A (en) 1992-04-08 1992-04-08 Production of laminate of elastic surface layer material and concrete structure

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138061A (en) * 1993-11-10 1995-05-30 Shinko:Kk Resin concrete product and production of the same
GB2401125B (en) * 2002-02-07 2005-09-28 Masao Inuzuka Block having surface layer piece attached thereto
CN109774198A (en) * 2019-01-21 2019-05-21 江西铜业股份有限公司 It is a kind of for producing the workbench of glass fiber reinforced plastics product
JP2019173473A (en) * 2018-03-29 2019-10-10 鹿島建設株式会社 Manufacturing method for precast member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61118244A (en) * 1984-11-14 1986-06-05 株式会社ブリヂストン Method of bonding vulcanized rubber and concrete or mortar
JPS6351511A (en) * 1986-08-20 1988-03-04 Kawaju Koji Kk Block-type lining meterial and manufacture thereof

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61118244A (en) * 1984-11-14 1986-06-05 株式会社ブリヂストン Method of bonding vulcanized rubber and concrete or mortar
JPS6351511A (en) * 1986-08-20 1988-03-04 Kawaju Koji Kk Block-type lining meterial and manufacture thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07138061A (en) * 1993-11-10 1995-05-30 Shinko:Kk Resin concrete product and production of the same
GB2401125B (en) * 2002-02-07 2005-09-28 Masao Inuzuka Block having surface layer piece attached thereto
JP2019173473A (en) * 2018-03-29 2019-10-10 鹿島建設株式会社 Manufacturing method for precast member
CN109774198A (en) * 2019-01-21 2019-05-21 江西铜业股份有限公司 It is a kind of for producing the workbench of glass fiber reinforced plastics product
CN109774198B (en) * 2019-01-21 2020-12-01 江西铜业股份有限公司 Working platform for producing glass fiber reinforced plastic products

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LAPS Cancellation because of no payment of annual fees