序号 专利名 申请号 申请日 公开(公告)号 公开(公告)日 发明人
41 Packaging materials can be dissolved in basic medium for use in castable cementitious composites JP2001578365 2001-04-26 JP2003531043A 2003-10-21 ハーリー,ウイリアム・ジエイ,ジユニア; マクリン,マイケル・ビー; ランガナサン,アナンダクマル; リーダー,クラウス−アレクサンダー
(57)【要約】 本発明の典型的な包装材は密封形態でミキサーの中に直接導入可能であり、それによって、セメント系結合剤、混和材1種または2種以上および/または繊維が前記ミキサーの撹拌下で放出されることで可鋳性セメント系組成物が前記ミキサー内で生成するか或は変性を受け、この可鋳性セメント系組成物の中で前記包装材(これはに不溶で塩基性媒体に可溶な重合体材料で作られている)が消失して見えなくなり得る。
42 Packaging products in powder form for civil engineering and construction composition JP8397393 1993-03-17 JP2912786B2 1999-06-28 TOKIMOTO NORITOSHI
43 The method of adding the cement material and / or admixture package, as well as cement admixture material and / or admixture JP16370891 1991-06-06 JP2824606B2 1998-11-11 年廣 岡田; 賢司 杉本; 武彦 栗栖; 公一 長瀬; 義光 関口
44 Concrete admixture device and method of using same JP13010290 1990-05-19 JPH03103346A 1991-04-30 JIYATSUKU EDOWAAZU; DOWAITO SUMISU
PURPOSE: To attain introduction of a pre-weighed amount of admixture and its mixing by configuring a concrete admixture device with a container made of a water-soluble material and solid admixtures contained in the container. CONSTITUTION: A pre-weighed amount of solid or powdered concrete admixtures are contained in a container made of a water-soluble material such as a PVA or a polyethylene oxide and the container and its contents are introduced into a wet mixer containing water. Then, the water-soluble container is dissolved and the contents are agitated for a period of time sufficient for mixing the admixtures to the concrete to improve the property of the concrete. Each of admixtures such as AE, degassing, and acceleration is adopted for the admixture. For example, the hardening time of the concrete is delayed with high accuracy at the site by blending the pre-weighed amount of delay admixture with the remaining concrete in a mixer. COPYRIGHT: (C)1991,JPO
45 섬유콘크리트의 제조중 혼합사일로내로의 보강섬유주입방법과 그에 사용되는 연쇄포대 KR1020037013511 2002-04-24 KR1020030094352A 2003-12-11 드빈터로니
본 발명은 섬유콘크리트의 제조중 혼합사일로에 보강섬유를 주입하기 위한 방법에 관한 것으로, 보강섬유(3)가 부대(2)의 연쇄포대(1)에 포장되어 공급됨을 특징으로 한다.
46 콘크리이트 첨가 혼합제 기구 및 그의 사용 방법 KR1019900007222 1990-05-19 KR1019940010093B1 1994-10-21 잭에드워즈; 다윗스미스
내용 없음.
47 시멘트계 조성물에 동결 및 해동 저항성을 제공하는작용제를 전달하는 방법 KR1020077029174 2006-06-09 KR1020080023685A 2008-03-14 옹프랭크
A method of delivering an admixture providing freeze-thaw resistance to a cementitious composition is provided which includes the addition of a viscosity modifying admixture containing at least one of polymeric microspheres, at least partially degradable polymeric particles, or gas generating additives to cementitious compositions. The polymeric microspheres, at least partially degradable polymeric particles, and gas generating additives provide void spaces in the material matrix, and such void spaces act to increase freeze-thaw durability of the material. ® KIPO & WIPO 2008
48 폐쇄형 보강섬유부대와 이러한 폐쇄형 부대로 구성된연쇄포대 KR1020037013587 2002-03-05 KR1020030094354A 2003-12-11 드빈터로니
본 발명은 섬유콘크리트에서 분해될 수 있는 물질로 구성되고 보강섬유(3)가 느슨한 상태로 포장되는 폐쇄형 보강섬유부대(2)에 관한 것으로, 보강섬유(3)가 실질적으로 서로 평행한 상태로 부대(2)에 포장된다. 본 발명은 또한 다수의 이러한 폐쇄형 부대(2)로 구성되는 연쇄포대(1)에 관한 것이다.
49 섬유콘크리트의 제조중 혼합사일로내로의 보강섬유주입방법과 그에 사용되는 연쇄포대 KR1020037013511 2002-04-24 KR100816157B1 2008-03-24 드빈터로니
본 발명은 섬유콘크리트의 제조중 혼합사일로에 보강섬유를 주입하기 위한 방법에 관한 것으로, 보강섬유(3)가 부대(2)의 연쇄포대(1)에 포장되어 공급됨을 특징으로 한다.
섬유콘크리트, 보강섬유, 부대, 연쇄포대
50 폐쇄형 보강섬유부대와 이러한 폐쇄형 부대로 구성된연쇄포대 KR1020037013587 2002-03-05 KR100812413B1 2008-03-10 드빈터로니
본 발명은 섬유콘크리트에서 분해될 수 있는 물질로 구성되고 보강섬유(3)가 서로 떨어져 있는 상태로 포장되는 폐쇄형 보강섬유부대(2)에 관한 것으로, 보강섬유(3)가 실질적으로 서로 평행한 상태로 부대(2)에 포장된다. 본 발명은 또한 다수의 이러한 폐쇄형 부대(2)로 구성되는 연쇄포대(1)에 관한 것이다. 섬유콘크리트, 보강섬유, 부대, 연쇄포대
51 ADDITIVE PACK US15754397 2015-08-31 US20180257987A1 2018-09-13 Manfred SELIG; Klaus BONIN; Saulat Aijaz KHAN; Richard ZHANG
An additive pack which comprises a water-soluble capsule containing a water-dispersible polymer powder (dispersion powder) is used to prepare aqueous construction materials such as cements and mortars on site, while offering set properties equivalent or superior to ready to mix dry mix formulations.
52 DRY GROUT COMPOSITION AND CAPSULE FOR ANCHORING REINFORCING MEMBER, DOWEL OR ANCHOR ELEMENTS US15429743 2017-02-10 US20180002228A1 2018-01-04 JACQUES BERTRAND
A dry grout composition including a calcium aluminosulfate based hydraulic cement, a mineral filler, a thixotropic agent, and a superplasticizer agent. Also, an anchoring capsule, containing the dry grout composition, for use in anchoring reinforcing member dowel, or anchor elements in a hole of a substrate, and a method of use.
53 Passive downhole chemical release packages US13656291 2012-10-19 US09528338B2 2016-12-27 Lee J. Hall
An apparatus for releasing chemical agents in a well bore, comprising: a packaging material; a chemical agent, wherein the chemical agent is contained within the packaging material; and an adhesive, wherein the adhesive is attached to the packaging material and associated methods.
54 DISSOLVABLE CEMENTITIOUS COMPOSITE INGREDIENT PACKET US15233158 2016-08-10 US20160347663A1 2016-12-01 Aaron K. AMSTUTZ
A packaged composition may include a package made from a water-soluble polymer material. The package may be configured to contain a cementitious composition. The cementitious composition may include water in the form of microencapsulated water spheres and high alumina cement.
55 PASSIVE DOWNHOLE CHEMICAL RELEASE PACKAGES US13656291 2012-10-19 US20140110102A1 2014-04-24 Lee J. Hall
An apparatus for releasing chemical agents in a well bore, comprising: a packaging material; a chemical agent, wherein the chemical agent is contained within the packaging material; and an adhesive, wherein the adhesive is attached to the packaging material and associated methods.
56 Self-Repairing Concrete Used Urea-Formaldehyde Resin Polymer Micro-Capsules and Method for Fabricating Same US12863670 2008-10-24 US20110060074A1 2011-03-10 Feng Xing; Zhuo Ni
A self-repairing concrete includes urea-formaldehyde resin polymer micro-capsules, in which the urea-formaldehyde resin polymer micro-capsules are mixed for a fixed function of micro-cracks. The quality mixture ratio is: concrete/micro capsules/water=100:1-15:15-50. The manufacturing method is weighing a full amount of water in a container, adding urea-formaldehyde resin polymer micro-capsules, stirring, until fully dispersed microcapsules; pouring the water into the mixing container, adding the corresponding quality of cement; stirring; adding sand and gravel filling materials, conducting worksite watering, ⅓ volume for each time, vibrating, and air exhausting; until the paste filling mold.
57 Closed reinforcement fiber package, as well as chain packing consisting of such closed packages US11226313 2005-09-15 US07674511B2 2010-03-09 Ronny Dewinter
Closed reinforcement fiber package includes a material disintegratable in concrete, such as fiber concrete. Reinforcing fibers are present in a loose form in the package. The reinforcing fibers may be provided in a substantially mutually parallel position in the package. The reinforcement fiber package may be provided in a chain packing or package including a number of such closed reinforcement fiber packages. The reinforcing fibers may be made of steel.
58 Concrete Fiber Material, Castable Constructs Including Same, And Methods US12093147 2006-12-15 US20090226693A1 2009-09-10 Nick Carter; Michael DeWeese
A synthetic reinforcement fibrous material comprising releasable fibrous units during concrete mixing, where the fibrous units have a main filament element and plurality of integral outward extending subunits, useful as secondary reinforcement material and having a low Young's modulus for a more uniform distribution throughout a cementitious mixture incorporating the fibrous material, and imparts good finishability, strength, improved plastic shrinkage crack control, in also provides improved conformability within cementitious forms, especially within forms comprising bends. Improved cementitious compositions and fiber-reinforced concrete building products incorporating the synthetic fibrous material are also provided, as well as methods for making these materials.
59 Concrete reinforcement structure US11731494 2007-03-30 US20090049779A1 2009-02-26 Paul Schmidt; Gene Lamb; David Anderson
This invention relates to a reinforcement structure which is used in providing cementitious mixtures supplemental support and strength upon setting, and more particularly, to a reinforcement structure which comprises a plurality of oriented reinforcing fibrous and/or filamentary components having a finite cut length, and fastening the reinforcing fibrous and/or filamentary components by one or more circumferential retaining elements.
60 Method of delivery of agents providing freezing and thawing resistance to cementitious compositions US11452048 2006-06-13 US07435766B2 2008-10-14 Frank Ong
A method of delivering an admixture providing freeze-thaw resistance to a cementitious composition is provided which includes the addition of a viscosity modifying admixture containing at least one of polymeric microspheres, at least partially degradable polymeric particles, or gas generating additives to cementitious compositions. The polymeric microspheres, at least partially degradable polymeric particles, and gas generating additives provide void spaces in the material matrix, and such void spaces act to increase freeze-thaw durability of the material.
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