| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 1 | 一种复合墙面砖及其生产工艺 | CN201710427487.5 | 2017-06-08 | CN107056174A | 2017-08-18 | 张瑞 |
| 本发明提供了一种复合墙面砖及其生产工艺，复合墙面砖包括底胎胚体和装饰贴面砖，装饰贴面砖粘贴在底胎胚体表面；底胎胚体包括以下重量份原料：水泥30‑50份，粗砂25‑45份，玻璃纤维1‑3份，聚乙烯纤维1‑2份，沥青20‑40份，聚烯烃加工改性剂1‑3份，氢氧化镁15‑25份，填料1‑5份，吸附性材料10‑20份，粘合剂10‑20份和发泡剂5‑10份；装饰贴面砖包括以下重量份原料：空心陶瓷微珠30‑40份，玻璃原料10‑95份，矿物原料10‑30份，废渣30‑50份，无机粘结剂2‑6份，无机颜料着色剂2‑10份和水10‑25份。本发明提供的复合墙面砖具备外观美化、保温节能、使用安全耐久等多种性能。 | ||||||
| 2 | 一种纤维增强二氧化硅气凝胶连续毡及其制备方法 | CN200910210997.2 | 2009-11-13 | CN101698584A | 2010-04-28 | 张昊; 詹万初; 邹军锋; 张鹏; 张万强 |
| 本发明提供了一种纤维增强二氧化硅气凝胶连续毡，所述连续毡包含二氧化硅气凝胶和增强连续纤维。本发明还提供了一种制备纤维增强二氧化硅气凝胶连续毡的方法，该方法包括卷绕、硅溶胶配制、浸胶、老化、表面处理和超临界流体干燥处理等步骤，具有工艺过程简单、成本低、安全性高和效率高等特点。本发明的气凝胶连续毡具有比表面积大、疏水性好、机械强度高、导热系数极低和尺寸大等优点，可以满足航空、航天、军事以及民用中比较苛刻的热防护要求，还可应用于防火阻燃、隔音和/或气体吸附等众多领域。 | ||||||
| 3 | 用于铺设路面的混凝土 | CN200410055257.3 | 2004-06-18 | CN100393660C | 2008-06-11 | 克劳迪奥·泰鲁奇 |
| 一种用于铺路的混凝土材料由混合物(1)组成，包括：一种水泥材料，用量基本包含在250kg/m3～450kg/m3之间；水灰比基本保持在等于或小于0.35，以形成一种粘性的混合物(3)；一种骨料，重量上由一种粗骨料占主要部分，这种粗骨料是由石材粉碎得到，并且具有相当均匀的尺寸；一种以连续丝形式构成的AR型抗碱性玻璃纱；这样在混合物(1)中就形成了一种微型加强筋和一种广泛的均匀分布的孔隙(4)。 | ||||||
| 4 | 一种纤维增强二氧化硅气凝胶连续毡的制备方法 | CN200910210997.2 | 2009-11-13 | CN101698584B | 2012-10-03 | 张昊; 詹万初; 邹军锋; 张鹏; 张万强 |
| 本发明提供了一种纤维增强二氧化硅气凝胶连续毡，所述连续毡包含二氧化硅气凝胶和增强连续纤维。本发明还提供了一种制备纤维增强二氧化硅气凝胶连续毡的方法，该方法包括卷绕、硅溶胶配制、浸胶、老化、表面处理和超临界流体干燥处理等步骤，具有工艺过程简单、成本低、安全性高和效率高等特点。本发明的气凝胶连续毡具有比表面积大、疏水性好、机械强度高、导热系数极低和尺寸大等优点，可以满足航空、航天、军事以及民用中比较苛刻的热防护要求，还可应用于防火阻燃、隔音和/或气体吸附等众多领域。 | ||||||
| 5 | 一种凝石GRS外墙板及其制造方法 | CN200810246703.7 | 2008-12-30 | CN101456706A | 2009-06-17 | 倪文; 孙恒虎; 李莹; 张旭芳; 张玉燕; 郑永超 |
| 本发明属于建筑材料领域，特别涉及一种以凝石为胶凝材料，生产具有装饰功能，又具有防护功能的纤维增强凝石外墙板(GRS)的制造方法。所用原料重量百分比为：凝石胶凝材料30～80％，粉煤灰5～40％，闭孔膨胀珍珠岩0～20％，细砂10～50％，耐碱短切玻璃纤维3～4％，耐碱玻璃连续长纤维0.5～1.5％，纸浆纤维、棉纸浆纤维、聚丙烯纤维、聚乙烯醇纤维中的一种或几种混合物占0.1～1％，外加0.5～2％的高效减水剂和15－30％的水。本发明使用凝石胶凝材料代替普通硅酸盐水泥作胶凝材料，使GRS板材的耐久性比GRC板材的耐久性大幅度提高，并使胶凝材料成本下降50％以上。 | ||||||
| 6 | 用于铺设路面的混凝土 | CN200410055257.3 | 2004-06-18 | CN1572749A | 2005-02-02 | 克劳迪奥·泰鲁奇 |
| 一种用于铺路的混凝土材料由混合物(1)组成，包括：一种水泥材料，用量基本包含在250kg/m3～450kg/m3之间；水灰比基本保持在等于或小于0.35，以形成一种粘性的混合物(3)；一种骨料，重量上由一种粗骨料占主要部分，这种粗骨料是由石材粉碎得到，并且具有相当均匀的尺寸；一种以连续丝形式构成的AR型抗碱性玻璃纱；这样在混合物(1)中就形成了一种微型加强筋和一种广泛的均匀分布的孔隙(4)。 | ||||||
| 7 | Curable polymer mixtures | US13057883 | 2009-08-19 | US09403719B2 | 2016-08-02 | René Nagelsdiek; Bernd Göbelt; Wolfgang Pritschins; Dorothée Greefrath; Stephan Remme; Andrea Esser |
| Curable polymer mixtures comprising at least one oligomeric addition product with hydrolyzable silane groups and additional functional groups as the mediator additive, and a curable polymer system having epoxy group-carrying polymers and curing agents, fillers and optionally addditives; polymer concrete mixtures and molded bodies produced therefrom. | ||||||
| 8 | Composite materials using novel reinforcements | US13453207 | 2012-04-23 | US08551239B2 | 2013-10-08 | Kirby Wayne Beard |
| The present invention relates to materials used for building products, construction projects, structural objects, mechanical devices and other materials applications. Specifically, the present invention concerns composite materials made with reinforcing elements in a binder matrix material. A method of strengthening materials is described that uses high volumes of reinforcing elements, which can be easily dispersed and uniformly distributed, consisting of large diameter fibers, miniature rods or other similar geometric shapes with a diameter or thickness between 0.05 mm and 20 mm where the reinforcements are incorporated either as short, randomly distributed elements or long, continuous aligned arrays. | ||||||
| 9 | Composite materials using novel reinforcements | US10404031 | 2003-04-02 | US08163081B2 | 2012-04-24 | Kirby Wayne Beard; Drew Franklin Beard |
| The present invention relates to materials used for building products, construction projects, structural objects, mechanical devices and other materials applications. Specifically, the invention concerns composite materials made with reinforcing elements in a binder matrix material. A method of strengthening materials is described that uses high volumes of reinforcing elements, which can be easily dispersed and uniformly distributed, consisting of large diameter fibers, miniature rods or other similar geometric shapes with a diameter or thickness between 0.05 mm and 20 mm where the reinforcements are incorporated either as short, randomly distributed elements or long, continuous aligned arrays. | ||||||
| 10 | Composite materials using novel reinforcements | US10404031 | 2003-04-02 | US20030188667A1 | 2003-10-09 | Kirby Wayne Beard; Drew Franklin Beard |
| The present invention relates to materials used for building products, construction projects, structural objects, mechanical devices and other materials applications. Specifically, the invention concerns composite materials made with reinforcing elements in a binder matrix material. A method of strengthening materials is described that uses high volumes of reinforcing elements, which can be easily dispersed and uniformly distributed, consisting of large diameter fibers, miniature rods or other similar geometric shapes with a diameter or thickness between 0.05 mm and 20 mm where the reinforcements are incorporated either as short, randomly distributed elements or long, continuous aligned arrays. | ||||||
| 11 | FIBERS WITH MODIFIED CROSS SECTIONAL PROFILE | US15578593 | 2016-06-02 | US20180135206A1 | 2018-05-17 | Dean Paul Forgeron; Shannon McNair |
| A method for making a fiber reinforcement with variations in transverse cross section is disclosed. The method includes forming a fiber comprising polymeric material and exposing the fiber to a heat treatment, such that at least a portion of the polymeric material at or near said surface of said fiber is at or above the melting point temperature and substantially all of the polymeric material at or near the core is below the melting point temperature. The method further includes cooling the fiber to a temperature below the melting point temperature. | ||||||
| 12 | Spalling-Preventing Composite Material Composed of Fiber and Powder Having Different Diameters and Melting Points, and High-Strength Refractory Concrete Comprising the Same | US12647189 | 2009-12-24 | US20100168281A1 | 2010-07-01 | Joo Ho Lee; Soon Jeon Park; Jeong Jin Kim; Kwang Ki Kim; Hyung Jae Moon; Yin Seong Hwang; Yong Jeong; Jin Man Choi; Jae Kyung Shin; Se Hoon Kim; Chang Hyoo Choi; Hui Chan Kim |
| Disclosed herein are a spalling-preventing composite material composed of fiber and powder, which have different diameters and melting points so as to be capable of realizing the effect of preventing spalling of high-strength concrete and the effect of improving the fluidity of concrete, and a high-strength refractory concrete comprising the spalling-preventing material. The composite material for preventing spalling of high-strength concrete is composed of powder and fiber at 1:1-3, wherein the powder is a polymer powder having a diameter of 0.10-0.5 mm and a melting point of 110-150° C., and the fiber is a conjugate fiber including a first fiber having a diameter of 0.05-0.10 mm, a length of 5-25 mm and a melting point of 150-190° C., and a second fiber having a diameter of 0.01-0.05 mm, a length of 5-25 mm and a melting point of 190-250° C., the first fiber being a polypropylene fiber, and the second fiber being a nylon fiber or a polyvinyl alcohol fiber. | ||||||
| 13 | Curable polymer mixture | JP2011523347 | 2009-08-19 | JP2012500311A | 2012-01-05 | エッサー，アンドレア; グレーフラート，ドロテー; ゲーベルト，ベルント; ナーゲルスディーク，ルネ; プリッチンス，ヴォルフガンク; レンメ，シュテファン |
| Curable polymer mixtures comprising at least one oligomeric addition product with hydrolyzable silane groups and additional functional groups as the mediator additive, and a curable polymer system having epoxy group-carrying polymers and curing agents, fillers and optionally addditives; polymer concrete mixtures and molded bodies produced therefrom | ||||||
| 14 | PRESTRESSED CONCRETE FOR NON-PRIMARY STRUCTURAL MEMBERS | US15314611 | 2015-06-15 | US20170198478A1 | 2017-07-13 | Masaki AHAGON; Ken IIDA; Yoneo OSHIRO; Hiromi NISHIZONO; Yuuoh MINO; Jin HOSOYA; Hirotaka HIGASHIONNA; Nobuo SHIMEGI; Shunji ARIGA |
| To provide a prestressed concrete which can be used for non-primary structural members such as general building members by using a chemical stress induced by an expansive material and a mechanical stress induced by a rust-resistant wire together and achieving reduction in weight and suppression of cracking. A prestressed concrete for non-primary structural members is characterized in that a mechanical stress induced by a tensional material and a chemical stress induced by an expansive material for a concrete are introduced and that the tensional material is a rust-resistant continuous fiber reinforcing wire. | ||||||
| 15 | Composite Materials Using Novel Reinforcements | US13453207 | 2012-04-23 | US20120208003A1 | 2012-08-16 | Kirby Wayne Beard |
| The present invention relates to materials used for building products, construction projects, structural objects, mechanical devices and other materials applications. Specifically, the present invention concerns composite materials made with reinforcing elements in a binder matrix material. A method of strengthening materials is described that uses high volumes of reinforcing elements, which can be easily dispersed and uniformly distributed, consisting of large diameter fibers, miniature rods or other similar geometric shapes with a diameter or thickness between 0.05 mm and 20 mm where the reinforcements are incorporated either as short, randomly distributed elements or long, continuous aligned arrays. | ||||||
| 16 | CURABLE POLYMER MIXTURES | US13057883 | 2009-08-19 | US20110190420A1 | 2011-08-04 | René Nagelsdiek; Bernd Göbelt; Wolfgang Pritschins; Dorothée Greefrath; Stephan Remme; Andrea Esser |
| Curable polymer mixtures comprising at least one oligomeric addition product with hydrolyzable silane groups and additional functional groups as the mediator additive, and a curable polymer system having epoxy group-carrying polymers and curing agents, fillers and optionally addditives; polymer concrete mixtures and molded bodies produced therefrom | ||||||
| 17 | PRESTRESSED CONCRETE FOR NON-PRIMARY STRUCTURAL MEMBERS | EP15832227 | 2015-06-15 | EP3138824A4 | 2017-12-27 | IIDA KEN; OSHIRO YONEO; NISHIZONO HIROMI; MINO YUUOH; HOSOYA JIN; HIGASHIONNA HIROTAKA; SHIMEGI NOBUO; ARIGA SHUNJI; AHAGON MASAKI |
| To provide a prestressed concrete which can be used for non-primary structural members such as general building members by using a chemical stress induced by an expansive material and a mechanical stress induced by a rust-resistant wire together and achieving reduction in weight and suppression of cracking. A prestressed concrete for non-primary structural members is characterized in that a mechanical stress induced by a tensional material and a chemical stress induced by an expansive material for a concrete are introduced and that the tensional material is a rust-resistant continuous fiber reinforcing wire. | ||||||
| 18 | Concrete for paving | EP03425400.3 | 2003-06-20 | EP1489057A1 | 2004-12-22 | Terruzzi, Claudio |
A concrete material for paving is provided which consists of a mix (1) comprising: a cement material in an amount substantially included between two hundred and fifty and four hundred and fifty kilos per cubic metre; a ratio by weight of water to cement maintained substantially equal to or lower than 0.35, to form a viscous mixture (3); an aggregate having a major portion by weight embodied by a big aggregate (2) obtained by crushing of stony material and having substantially homogeneous dimensions; and a glass yam (5) of the AR type resisting to alkali and textured in the form of continuous filaments; so that in the mix (1) a microreinforcement and a wide homogeneously-distributed porosity (4) are formed. |
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| 19 | PRESTRESSED CONCRETE FOR NON-PRIMARY STRUCTURAL MEMBERS | EP15832227.1 | 2015-06-15 | EP3138824A1 | 2017-03-08 | IIDA Ken; OSHIRO Yoneo; NISHIZONO Hiromi; MINO Yuuoh; HOSOYA Jin; HIGASHIONNA Hirotaka; SHIMEGI Nobuo; ARIGA Shunji |
To provide a prestressed concrete which can be used for non-primary structural members such as general building members by using a chemical stress induced by an expansive material and a mechanical stress induced by a rust-resistant wire together and achieving reduction in weight and suppression of cracking. A prestressed concrete for non-primary structural members is characterized in that a mechanical stress induced by a tensional material and a chemical stress induced by an expansive material for a concrete are introduced and that the tensional material is a rust-resistant continuous fiber reinforcing wire. |
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| 20 | HÄRTBARE POLYMERMISCHUNGEN | EP09777959.9 | 2009-08-19 | EP2315730A2 | 2011-05-04 | NAGELSDIEK, René; GÖBELT, Bernd; PRITSCHINS, Wolfgang; GREEFRATH, Dorothée; REMME, Stephan; ESSER, Andrea |
| The invention relates to curable polymer mixtures which comprise at least one oligomer addition product with hydrolyzable silane groups and additional functional groups as the mediator additive, and a curable polymer system having epoxy group-carrying polymers and curing agents, fillers and optionally adjuvants. The invention further relates to corresponding polymer concrete mixtures and to molded bodies produced thereof. | ||||||
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