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    • 1. 发明申请
    • NEW METHOD FOR CONCRETE CRACK REPAIR
    • 混凝土裂缝修复的新方法
    • WO2015142311A8
    • 2016-03-10
    • PCT/US2014022884
    • 2014-03-11
    • TAVERNE THOMAS
    • TAVERNE THOMAS
    • C04B41/53B29C73/26E04G23/02
    • C04B41/53B29C73/26E04G23/0203Y10T428/20
    • A method for repairing cracked concrete (8) using expansive mortar (13) comprising the steps of installing a saw cut (10) next to an open shrinkage crack (8) and opening the saw cut (10) with expansive mortar (13) to create a wider saw cut (11) and shift half the saw cut (10) toward the open shrinkage crack (8) to close the shrinkage crack (12) tightly. Install a rigid spacer (16) to maintain the width of the control joint. Install adhesive (18) from the top of finished concrete slab (9) into the closed shrinkage crack (12). The surface of the finished concrete slab (9) will receive cosmetic repair (7) to the closed shrinkage crack (12) and let dry before applying sealer. Other embodiments are described as shown.
    • 一种使用膨胀砂浆(13)修复裂纹混凝土(8)的方法,包括以下步骤:在开放收缩裂缝(8)旁边安装锯切(10)并用膨胀砂浆(13)将锯切(10)打开至 产生更宽的锯切(11),并将锯切(10)的一半朝向开放的收缩裂缝(8)移动,以紧密地收缩收缩裂缝(12)。 安装一个刚性垫片(16)以保持控制接头的宽度。 将成品混凝土板(9)顶部的粘合剂(18)安装到封闭的收缩裂缝(12)中。 完成的混凝土板(9)的表面将接收封闭收缩裂缝(12)的化妆品修复(7),并在施加密封剂之前进行干燥。 其他实施例如图所示进行描述。
    • 2. 发明申请
    • NEW METHOD FOR CONCRETE CRACK REPAIR
    • 混凝土裂缝修复的新方法
    • WO2015142311A3
    • 2015-11-12
    • PCT/US2014022884
    • 2014-03-11
    • TAVERNE THOMAS
    • TAVERNE THOMAS
    • C04B41/53B29C73/26E04G23/02
    • C04B41/53B29C73/26E04G23/0203Y10T428/20
    • A method for repairing cracked concrete (8) using expansive mortar (13) comprising the steps of installing a saw cut (10) next to an open shrinkage crack (8) and opening the saw cut (10) with expansive mortar (13) to create a wider saw cut (11) and shift half the saw cut (10) toward the open shrinkage crack (8) to close the shrinkage crack (12) tightly. Install a rigid spacer (16) to maintain the width of the control joint. Install adhesive (18) from the top of finished concrete slab (9) into the closed shrinkage crack (12). The surface of the finished concrete slab (9) will receive cosmetic repair (7) to the closed shrinkage crack (12) and let dry before applying sealer. Other embodiments are described as shown.
    • 一种使用膨胀砂浆(13)修补裂缝混凝土(8)的方法,包括以下步骤:在打开的收缩裂缝(8)旁边安装锯切口(10),并用膨胀砂浆(13)打开锯切口(10) 创建更宽的锯切(11)并将锯切(10)的一半移向开放收缩裂缝(8)以紧密闭合收缩裂缝(12)。 安装一个刚性垫片(16)以保持控制接头的宽度。 将成品混凝土板(9)顶部的粘合剂(18)装入封闭的收缩裂缝(12)中。 成品混凝土板(9)的表面将接受封闭收缩裂缝(12)的化妆品修补(7),并在涂抹密封胶之前让其干燥。 其他实施例如图所示进行描述。
    • 3. 发明申请
    • A NOVEL FOAM-GENERATING LIQUID MIXTURE, ITS USE AND EQUIPMENT FOR ITS PREPARING
    • 新型发泡液混合物及其制备用途及设备
    • WO2014102557A4
    • 2015-07-09
    • PCT/HU2013000129
    • 2013-12-19
    • RAPIDSIL SYSTEM KFT
    • OROSZ ZOLTÁNKISS IMRE
    • C08G18/38B29C44/18C08G101/00C08J9/00E04G23/02F04B9/04
    • C08G18/3895C08G2101/00C08J9/0066C08J2375/04E04G23/0203
    • The object of the invention is a foam-generating mixture for the forming of thermal insulation foam, which consists of a first component (A), a second component (B) and a third component (C), wherein the volume ratio of the first component is at most 3 volume parts, the volume ratio of the second component is at most 3 volume parts, and the volume ratio of the third component is at most 4 volume parts, and an equipment and method for the preparation and dispensing the foam-generating liquid mixture. A further object of the invention a method for repairing the cavity (22) occurred in the insulation material (24) of the thermal insulation (19) of building boundary wall structures (19), during which the location and extension of the cavity (22) is determined (see: Figure 4), and the building boundary wall structure (19) is explored in the location of the cavity (22), and liquid foam-generating mixture is introduced into the cavity, in such a way as during exploration at least one bore (F) is prepared on the wall surface (20, 21 ) of the boundary wall structure (19) falling on the area of the cavity, and the liquid foam-generating mixture is introduced into the cavity (22) through the bore (F) with 70-150 bar pressure, while the residues of the insulation material (25) in the thermal insulation (24) cavity (22) are washed to the wall of the cavity (22), and/or enclosed by the foam-generating mixture.
    • 本发明的目的是一种由第一组分(A),第二组分(B)和第三组分(C)组成的用于形成绝热泡沫的泡沫产生混合物,其中第一 成分最多为3体积份,第二成分的体积比为3体积份以下,第三成分的体积比为4体积以下,制造和分配泡沫塑料的设备和方法, 产生液体混合物。 本发明的另一个目的是修复在建筑物边界墙结构(19)的隔热层(19)的绝缘材料(24)中发生的空腔(22)的方法,在此期间空腔(22)的位置和延伸 )(见图4),并且在空腔(22)的位置探索建筑物边界壁结构(19),并且将液体发泡混合物以探测方式引入空腔 至少一个孔(F)被制备在落在空腔区域上的边界壁结构(19)的壁表面(20,21)上,并且液体发泡混合物通过 具有70-150巴压力的孔(F),而绝热(24)腔(22)中的绝缘材料(25)的残留物被洗涤到空腔(22)的壁,和/或由 发泡混合物。
    • 6. 发明申请
    • METHOD OF REPAIRING CONCRETE FLOORS AND SYSTEM FOR SAME
    • 修复混凝土地板及其系统的方法
    • WO2011150167A3
    • 2012-03-08
    • PCT/US2011038077
    • 2011-05-26
    • BARNES AUDREY
    • BARNES AUDREY
    • E04G21/32
    • E04G23/02E04G23/0203E04G23/0285E04G23/0288
    • A floor plug (40) is disclosed having an upper portion (41) with a top plate (44) and a neck (48), a lower portion (42) with a bottom plate (51), and post (32) which coupled the two portions together and draws them towards each other sandwiching the floor therebetween. The upper portion is positioned within the bore hole (20) and the lower portion is coupled to the post so as to be threadably drawn against the underside of the floor. Once the adhesive has cured a viscous smoothing compound or concrete floor leveler is poured over the floor plug upper portion and surrounding concrete floor area. If necessary, the concrete floor leveler material is smoothed to provide a generally smooth or level surface.
    • 公开了一种地板插头(40),其具有具有顶板(44)和颈部(48)的上部(41),具有底板(51)的下部(42)和与所述底板 两个部分在一起,并将它们彼此相向地夹在两者之间。 上部位于钻孔(20)内,并且下部联接到柱上,以便被螺纹地拉到地板的下侧。 一旦粘合剂固化,粘性平滑化合物或混凝土地板矫直机倒在地板上部和周围的混凝土地面上。 如果需要,混凝土地板矫直机材料被平滑以提供大致平滑或水平的表面。
    • 7. 发明申请
    • SYSTEM AND METHOD FOR LEAKING CRACK REPAIR
    • 用于泄漏裂缝修复的系统和方法
    • WO2011143588A3
    • 2011-12-29
    • PCT/US2011036484
    • 2011-05-13
    • STRUCTURAL GROUP INCEMMONS PETER HANDERSON BRENT D
    • EMMONS PETER HANDERSON BRENT D
    • E04G23/02
    • E04G23/0203E04B1/6812
    • Disclosed is a system and method for providing a concrete crack repair system that is capable of providing a pressurized seal that continues to resist the ingress of water even as the crack continues to open and close over time. A compressible seal is provided that may be inserted into and adhesively joined to a machined groove that follows the contour of the crack in the concrete surface. After its installation in the machined groove, grout may be injected into the machined groove below the compressible seal so as to fill the space between the compressible seal and the bottom of the machined groove, which grout may also flow into the groove that is adjacent the bottom of the machined groove, thus allowing pressurized grouting of the crack itself. The compressible seal may also include an interior, hollow chamber that may allow inflation of the compressible seal within the machined groove, thus forming a permanent pressurized seal above the crack.
    • 公开了一种用于提供混凝土裂缝修复系统的系统和方法,该系统能够提供即使随着裂缝在一段时间内继续打开和关闭而继续抵抗水进入的加压密封。 提供可压缩的密封件,其可以插入并粘附到与混凝土表面中的裂纹轮廓相邻的加工槽。 在被加工的槽中安装之后,可将浆料注入可压缩密封件下方的机加工槽中,以便填充可压缩密封件和加工槽底部之间的空间,该浆料也可流入邻近的凹槽 加工槽的底部,从而允许加压灌浆裂缝本身。 可压缩密封件还可以包括内部中空室,其可以允许加工凹槽内的可压缩密封件的膨胀,从而在裂纹上方形成永久的加压密封。