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    • 3. 发明授权
    • 인조잔디용 탄성 충진재 조성물
    • 人造草橡胶颗粒的组成
    • KR101446458B1
    • 2014-10-06
    • KR1020140056487
    • 2014-05-12
    • 필드마스터 주식회사
    • 최태식최우석
    • E01C13/08E01C7/00
    • E01C13/08E01C7/00E01C2201/10
    • The present invention relates to a filler composition for artificial grass and, more particularly, to an eco-friendly elastic filler composition for artificial grass having an excellent heat blocking function, containing 1.5 to 4.0 wt% of at least one type of natural material selected from wood powder, cork powder, and resin; 0.5 to 2.5 wt% of at least one type of inorganic pigment selected from iron oxide, titanium dioxide, chromic oxide, titanium, and cobalt; 30.0 to 40.0 wt% of at least one type of rubber selected from unvulcanized natural rubber or synthetic rubber styrene butadiene styrene (SBS); 8.0 to 10.0 wt% of at least one type of polymer resin selected from polyethylene resin or polypropylene resin; 30.0 to 45.0 wt% of at least one type of filler selected from talc, calcium carbonate, and process oil; 2.0 to 2.5 wt% of a cross-linking agent; 1.0 to 2.3 wt% of a stearic acid or fatty acid metallic salt lubricant; and 1.0 to 2.0 wt% of a coloring agent.
    • 本发明涉及一种用于人造草的填料组合物,更具体地说,涉及一种具有优异的热阻功能的人造草的环保型弹性填料组合物,其含有1.5至4.0wt%的至少一种选自以下的天然材料: 木粉,软木粉和树脂; 0.5〜2.5重量%的选自氧化铁,二氧化钛,氧化铬,钛和钴的至少一种无机颜料; 30.0〜40.0重量%的选自未硫化天然橡胶或合成橡胶苯乙烯丁二烯苯乙烯(SBS)的至少一种类型的橡胶; 8.0〜10.0重量%的选自聚乙烯树脂或聚丙烯树脂的至少一种聚合物树脂; 30.0〜45.0重量%的至少一种选自滑石,碳酸钙和工艺油的填料; 2.0〜2.5重量%的交联剂; 1.0〜2.3重量%的硬脂酸或脂肪酸金属盐润滑剂; 和1.0〜2.0重量%的着色剂。
    • 4. 发明授权
    • 상온순환 아스팔트 조성물 및 이를 이용한 도로포장공법
    • 冷冻循环沥青混合料和施工方法
    • KR101433172B1
    • 2014-08-26
    • KR1020140023264
    • 2014-02-27
    • 전한석
    • 전한석
    • C04B26/26C04B28/12C04B18/16E01C7/00
    • C08L95/00C04B26/26C04B2111/0075E01C7/00E01C7/182E01C19/48E01C23/065Y02W30/95C04B14/28C04B18/16C04B18/167
    • The present invention relates to a cold recycling asphalt composition containing 60 to 93 wt% of Ascon (asphalt concrete) recycled aggregate; 0.1 to 30 wt% of virgin aggregate or recycled aggregate for concrete; and 2 to 5 wt% of limestone powder; and to a road pavement technique using the same. Therefore, according to the present invention, resource recycling and resource saving effects can be improved, no greenhouse gas and harmful gas are emitted for eco-friendliness, direct pavement is available at a room temperature, pavement is possible even in a case where a surface to be paved is wet, a pavement period can be shortened, pavement costs can be saved, early road service is available after pavement, fluidity, adhesiveness, chemical resistance, and crack resistance can be improved, and dry shrinkage is reduced for maximization of durability and utility.
    • 本发明涉及含有60〜93重量%的Ascon(沥青混凝土)再生骨料的冷再循环沥青组合物, 混凝土的原始骨料或再生骨料0.1〜30重量% 和2〜5重量%的石灰石粉末; 以及使用其的路面技术。 因此,根据本发明,能够提高资源循环利用和资源节约效果,为了生态友好而不排放温室气体和有害气体,在室温下可直接铺设路面,即使在表面 要铺设的是湿的,可以缩短路面时间,可以节省路面成本,可以提高路面后的早期道路服务,流动性,粘合性,耐化学性和抗裂性,并且减少干燥收缩以最大化耐久性 和效用。
    • 5. 发明公开
    • 줄눈 시공이 필요 없는 바텀애쉬를 이용한 도로포장재 및 그 포장공법
    • 没有扩展接头的地面铺设和地基铺设方法
    • KR1020140042220A
    • 2014-04-07
    • KR1020120108675
    • 2012-09-28
    • 김용호
    • 김용호
    • C04B18/06C04B14/06C04B26/06E01C7/00
    • Y02W30/92C04B18/06C04B14/06C04B14/361C04B26/06E01C7/00
    • The present invention relates to pavement materials and the pavement method that allows pavement construction for park sites, play grounds, golf courses, cart roads, trails, pedestrian roads, bicycle roads and automobile-dedicated roads, etc. by using clayey sand, silty sand, sandy soil, Masato soil, etc. accompanied by weak bonds and widely distributed around road pavement construction or in natural conditions together with bottom ash with no addition of any cement and without requiring masonry joint construction and that employs bottom ash not requiring masonry joint construction, unlike existing asphalt, concrete and road pavement with an addition of cement. The road pavement materials using bottom ash that requires no masonry joint construction according to the present invention are formed as pavement particles by mixing 30-70 wt% of bottom ash aggregates and 30-70 wt% of earth and sand and composed by mixing 50-70 liters of stabilizer per 1m^3 of the pavement particles.
    • 本发明涉及路面材料和道路施工方法,其可以通过使用粘土砂,粉砂等来进行园区,游乐场,高尔夫球场,小车道路,小径,步行道路,自行车道路和汽车专用道路等的路面施工 沙土,马萨土等,伴随着薄弱环节,广泛分布在道路建设或自然条件下,与底灰一起,不添加任何水泥,不需要砖石连接施工,并采用不需要砖石结构施工的底灰 不同于现有的沥青,混凝土和道路路面添加水泥。 根据本发明的不需要砖石结构的底灰的道路路面材料通过混合30-70重量%的底灰聚集体和30-70重量%的砂土而形成为路面颗粒,并通过混合50- 每1m ^ 3路面颗粒70升稳定剂。
    • 6. 发明授权
    • 불포화폴리에스터를 이용한 급속경화성 도로 보수용 포장재 및 그 시공방법
    • 使用不饱和聚酯的道路修复快速固化涂料及使用其的构造方法
    • KR101375576B1
    • 2014-03-18
    • KR1020120105795
    • 2012-09-24
    • 주식회사 지케이기술연구소
    • 김인중
    • C04B24/26C04B41/48E01C7/00
    • C04B24/283C04B2111/72E01C7/08
    • The present invention relates to a rapid curable material for repairing road pavement using unsaturated polyesters and a construction method using the same. More particularly, the rapid curable material includes 100 parts by weight of unsaturated polyester, 25-55 parts by weight of a diluent and 1-5 parts by weight of a curing accelerator. The construction method using the rapid curable material for pavement includes a reacting step of preparing unsaturated polyesters by making dipropylene glycol, diethylene glycol, tetrahydrophthalic anhydride and maleic anhydride react, a mixing step of mixing the unsaturated polyesters thus prepared through the reacting step with the curing accelerator, an aggregate stirring step of adding aggregates in the material for repairing road pavement obtained through the mixing step and stirring, and a paving step of paving the mixture material for pavement obtained through the aggregates stirring step. [Reference numerals] (AA) Start; (BB) End; (S101) Reacting step; (S103) Mixing step; (S105) Aggregate stirring step; (S107) Paving step
    • 本发明涉及一种使用不饱和聚酯修补道路路面的快速固化材料及其使用方法。 更具体地,快速固化材料包括100重量份的不饱和聚酯,25-55重量份的稀释剂和1-5重量份的固化促进剂。 使用路面快速固化材料的施工方法包括通过制备二丙二醇,二甘醇,四氢邻苯二甲酸酐和马来酸酐反应制备不饱和聚酯的反应步骤,将通过反应步骤制备的不饱和聚酯与固化混合的混合步骤 促进剂,在通过混合步骤和搅拌获得的路面修补材料中添加骨料的聚集体搅拌步骤,以及铺路通过聚集体搅拌步骤获得的路面混合材料的摊铺步骤。 (附图标记)(AA)开始; (BB)结束; (S101)反应步骤; (S103)混合步骤; (S105)聚集搅拌步骤; (S107)铺路步骤
    • 7. 发明公开
    • 섬유성 접착제를 함유하는 도로 포장용 조성물 및 이의 제조방법
    • 包含用于铺路的纤维粘合剂的组合物及其制造方法
    • KR1020130084912A
    • 2013-07-26
    • KR1020120005852
    • 2012-01-18
    • 이향서
    • 이향서
    • C04B26/02C04B14/38C04B14/10E01C7/00
    • C04B26/16C04B14/047C04B14/38C04B14/42C04B26/14E01C7/085
    • PURPOSE: A composition for road pavement which contains fibrous adhesive is provided to improve binding durability in between aggregates as the composition is well permeated into aggregate particles using fibrous adhesive, urethane resin and/or epoxy resin. CONSTITUTION: A composition for road pavement which contains fibrous adhesive contains 80-130 parts by weight of urethane resin or epoxy resin, 5-10 parts by weight of talc, 5-10 parts by weight of carbon fiber, and 1-7 parts by weight of hardener per total weight ratio of the composition. The composition of road pavement additionally includes 2400-2600 parts by weight of aggregate. A production method of the composition for road pavement which contains the fibrous adhesive includes the following step. The total ratio of the composition for road pavement is mixed with 80-130 parts by weight of urethane resin or epoxy resin, 5-10 parts by weight of talc, 5-10 parts by weight of carbon fiber, 1-7 parts by weight of hardener and 2400-2600 parts by weight of aggregate.
    • 目的:提供含有纤维状粘合剂的道路路面用组合物,以提高组合物利用纤维状粘合剂,聚氨酯树脂和/或环氧树脂良好地渗透到聚集体颗粒中的聚集体之间的粘结耐久性。 构成:含有纤维状粘合剂的道路路面用组合物含有80〜130重量份的聚氨酯树脂或环氧树脂,5-10重量份滑石,5-10重量份碳纤维和1-7份 重量的组合物的总重量比的硬化剂重量。 道路路面的组成另外包括2400-2600重量份的骨料。 含有纤维状粘合剂的道路路面用组合物的制造方法包括以下工序。 路面组合物的​​总比例与80-130重量份聚氨酯树脂或环氧树脂,5-10重量份滑石,5-10重量份碳纤维,1-7重量份混合 的硬化剂和2400-2600重量份的骨料。
    • 8. 发明公开
    • 도로 보수용 조성물 및 그를 이용한 도로 보수 방법
    • 用于修复道路的组合物和使用该方法的方法
    • KR1020130063802A
    • 2013-06-17
    • KR1020110130368
    • 2011-12-07
    • 흥진산업(주)
    • 이윤수
    • C04B26/14C04B26/16C04B26/20E01C7/00
    • C04B26/14C04B26/16C04B26/20C04B41/48E01C7/08
    • PURPOSE: A composition for repairing roads and a road repairing method using the same are provided to shorten periods required for construction and curing by mixing a mixture composed of an organic resin and a curing agent with aggregate with different particle sizes. CONSTITUTION: A composition for repairing roads includes an organic resin and a curing agent. The organic resin is based on 50-80 parts by weight of an epoxy resin, 8-10 parts by weight of a reactive epoxy diluting agent, and 50-70 parts by weight of a urethane resin. The curing agent is based on 60-90 parts by weight of a curing resin. The curing resin is selected from a group including a polyamine resin, a polyamide resin, polymercaptan, and the mixture of the same. The mixing ratio of the organic resin and the curing agent is 1.5-2.5 : 1 based on volume. The composition further includes aggregate. The mixing ratio of the aggregate and the organic resin is 6-7 : 1 based on volume. The aggregate is based on 3-5 parts by weight of aggregate with 10mm particle sizes, 30 parts by weight of aggregate with 5mm particle sizes, 25 parts by weight of aggregate with 2mm particles sizes, 5-10 parts by weight of aggregate with 1mm particle sizes, and 30 parts by weight of aggregate with 0.6mm or less particle sizes. [Reference numerals] (AA) Start; (BB) End; (S101) Prepare repair; (S102) Coat an epoxy primer; (S103) Prepare a binder; (S104) Mix the binder and aggregate; (S105) Pour a mixture; (S106) Cure
    • 目的:提供一种用于修理道路的组合物和使用该组合物的道路修复方法,以通过将由有机树脂和固化剂组成的混合物与不同粒径的骨料混合来缩短施工和固化所需的时间。 构成:用于修理道路的组合物包括有机树脂和固化剂。 有机树脂基于50-80重量份的环氧树脂,8-10重量份的反应性环氧稀释剂和50-70重量份的聚氨酯树脂。 固化剂基于60-90重量份的固化树脂。 固化树脂选自包括聚胺树脂,聚酰胺树脂,聚硫醇及其混合物的组。 有机树脂和固化剂的混合比基于体积为1.5-2.5:1。 组合物还包括聚集体。 聚集体和有机树脂的混合比基于体积为6-7:1。 聚集体基于3-5重量份的具有10mm颗粒尺寸的聚集体,30重量份的颗粒尺寸为5mm的聚集体,25重量份的具有2mm颗粒尺寸的聚集体,5-10重量份的聚集体,具有1mm 颗粒尺寸和30重量份的具有0.6mm或更小颗粒尺寸的聚集体。 (附图标记)(AA)开始; (BB)结束; (S101)准备维修; (S102)涂布环氧底漆; (S103)准备粘合剂; (S104)混合粘合剂和聚集体; (S105)倒入混合物; (S106)治愈
    • 9. 发明授权
    • 세굴이 방지되는 우수 저류를 위한 투수 기초 시공 방법
    • 用于防止雨水流失的结构方法
    • KR101253484B1
    • 2013-04-11
    • KR1020120093823
    • 2012-08-27
    • 에스비비 주식회사
    • 배은한
    • E01C11/22E01C11/24E01C7/00E01C7/08E02D27/00E02B3/12E02D17/20
    • E01C11/225E01C7/00E01C7/08E01C11/24E02B3/12E02D17/20E02D27/00
    • PURPOSE: A construction method for rain water retention with scour protection is provided to prevent the ground from eroding by holding rainwater in a partition and a filter layer after the rainwater has passed through a permeable layer, and the permeable layer supports the partition. CONSTITUTION: A construction method for rain water retention with erosion protection comprises the following steps: installing partitions into a lattice-like shape on cleaned ground with sand paved in an interval between the partitions; forming a filter layer in the lower side of the interval after cleaning the surface; forming a base layer by filling aggregates which is 40 mm or smaller on the filter layer; and forming a hardened permeable layer by pouring and compacting a permeable mixture on the base layer. [Reference numerals] (G1) Surface processing step; (G2) Cleaning step; (G3) Drying step; (G4) Sorting step; (R1) Aggregate processing step; (R2) Polyol resin mixing step; (R3) Isocyanate resin mixing step; (S1) Ground arranging step; (S1') Form installing step; (S2) Partition installing step; (S3) Filter layer forming step; (S4) Base layer forming step; (S5) Special layer forming step; (S6) Post-processing step;
    • 目的:提供防雨保水的施工方法,防止雨水通过渗透层后,在隔离层和过滤层中保持雨水,防止地面侵蚀,渗透层支撑分隔。 构成:具有侵蚀保护功能的雨水保留施工方法,包括以下步骤:在隔离区间隔一定距离的砂土面上,将清洁地面上的格子状分隔壁安装成格子状; 在清洁表面之后在间隔的下侧形成过滤层; 通过在过滤层上填充40mm或更小的聚集体形成基层; 以及通过在所述基底层上倾倒和压实可渗透混合物来形成硬化的可渗透层。 (附图标记)(G1)表面处理工序; (G2)清洗步骤; (G3)干燥步骤; (G4)分选步骤; (R1)聚集处理步骤; (R2)多元醇树脂混合步骤; (R3)异氰酸酯树脂混合步骤; (S1)地面布置步骤; (S1')安装步骤; (S2)分区安装步骤; (S3)过滤层形成工序; (S4)基层形成工序; (S5)特殊层形成步骤; (S6)后处理步骤;
    • 10. 发明公开
    • 황토와 왕겨를 이용한 친환경 탄성 포장재
    • 生态友好的弹性材料使用红色粘土和CHAFF
    • KR1020130026828A
    • 2013-03-14
    • KR1020110090245
    • 2011-09-06
    • 에코텍 주식회사
    • 김성노
    • E01C7/00E01C13/00
    • E01C7/30C04B14/10E01C13/065E01C2201/10
    • PURPOSE: An eco-friendly elastic paving material manufactured into a chip or a pellet using red clay and chaff for forming an elastic paved surface is provided to restrain the generation of harmful substances, to improve the strength and the durability of the elastic paved surface, and to provide an excellent permeability. CONSTITUTION: An eco-friendly elastic paving material manufactured using red clay and chaff includes a chip-shaped elastic material and a pellet-shaped elastic material. One hundred parts by weight of a polyurethane pre-polymer, 30-150 parts by weight of red clay powder and chaff power, and 1-20 parts by weight of a hardening agent are mixed and hardened, and are crushed into chips in order to manufacture the chip-shaped elastic material. One hundred parts by weight of a SEBS(Styrene-Ethylene-Butadiene-Styrene) resin and 0.5-20 parts by weight of process oil are mixed and heated, and 30-150 parts by weight of the red clay powder and the chaff power are added, mixed, and are extruded into pellets in order to manufacture the pellet-shaped elastic material. The sizes of the used red clay powder and the chaff power are 0.1 micrometer to 1 mm. An eco-friendly elastic paved road is formed through using a pitch as a binder for the elastic paving materials manufactured using the red clay and the chaff.
    • 目的:为了抑制有害物质的产生,提供使用红粘土制成的芯片或颗粒的环保弹性铺路材料,用于形成弹性铺面,以提高弹性铺面的强度和耐久性, 并提供优异的渗透性。 构成:使用红粘土和谷壳制造的环保弹性铺路材料包括片状弹性材料和颗粒状弹性材料。 将100重量份的聚氨酯预聚物,30-150重量份的红粘土粉末和谷壳粉末以及1-20重量份的硬化剂混合并硬化,并被粉碎成碎片,以便 制造片状弹性材料。 将100重量份SEBS(苯乙烯 - 乙烯 - 丁二烯 - 苯乙烯)树脂和0.5-20重量份加工油混合加热,将30-150重量份的红粘土粉末和谷壳粉末功率 加入,混合,并挤出成颗粒,以制造颗粒状弹性材料。 所使用的红土粉末的大小和谷物功率为0.1微米至1毫米。 通过使用沥青作为使用红粘土和谷壳制造的弹性铺路材料的粘合剂形成环保弹性铺路。