Method for repairing failed waterstops and products relating to same
AssigneeSPT Co., Ltd.
InventorPeter H. Emmons
Life of this patent
Estimating the term…
Abstract
A waterstop repair method and structure for use in both new and existing concrete structures in which a reinforced neoprene diaphragm is anchored to the concrete structure using corrosion-resistant anchors, fiberglass hold-down strips and polyester felt adhesive strips saturated with epoxy adhesive. The diaphragm is supported by a pressure injected hydrophylic urethane foam which is pumped beneath the diaphragm which thereby provides support for the diaphragm and fills the interstices of the existing concrete joint to prevent water leakage in and around a failed waterstop and to thereby form an integral, water-tight structure for new and existing concrete joints.
Claims30
A water-sealed joint defined between a pair of structural elements comprising:
- a flexible diaphragm member having side edges disposed on respective surfaces of said pair of structural elements in covering relationship to said joint such that a center portion of said diaphragm member, between said side edges thereof, defines therebelow a region in communication with said joint;
- anchor means for anchoring said side edges of said diaphragm member to said respective surfaces of said structural elements laterally of said joint;
- an access opening defined by at least one of said structural elements, said opening intersecting said joint at a location below said region defined by said center portion of said diaphragm member and extending from said location to another location on said respective surface of said at least one structural element laterally of said anchor means;
- a water sealant collectively filling said joint, said region defined below said center portion of said diaphragm member, and said access opening, whereby said joint is water sealed.
A method of water-sealing a selected portion of a joint defined between a pair of structural members comprising the steps of:
- (a) laying a flexible diaphragm member on respective surfaces of said structural members so that said diaphragm covers said selected joint portion, and such that a center portion of said diaphragm member establishes therebelow a region in communication with said covered selected joint portion;
- (b) anchoring at least side edges of said diaphragm member to said respective surfaces of said structural members;
- (c) forming at least one access opening in one of said structural members which intersects said joint at a location below said region established by said center portion of said diaphragm member and extends therefrom to a location on said respective surface of said one structural member laterally of said joint;
- and then
- (d) injecting a foamable water sealant into said at least one access opening and allowing said sealant to foam sufficiently to fill said selected joint portion and said region established below said center portion of said diaphragm member, whereby said selected joint portion is water-sealed.
A method for repairing a failed waterstop in a joint defined between adjacent concrete panels of a concrete structure so as to reestablish waterstop capability at said joint, said method comprising the steps of:
- applying at least a pair of felt strips to respective top surfaces of said concrete panels laterally of the joint therebetween;
- applying an uncured epoxy adhesive to said felt strip;
- installing a diaphragm member over said concrete joint such that side edges of said diaphragm member are positioned laterally of the joint in contact with said uncured epoxy adhesive applied to said felt strips, and such that a central membrane portion of said diaphragm member, between said side edges thereof, is positioned above the joint and defines therebelow a region in communication with the joint, and allowing said epoxy adhesive to cure so as to bond said side edges of said diaphragm member to respective said surfaces of said concrete panels;
- anchoring said felt adhesive strips and said side edges of said diaphragm member to said concrete panels;
- and
- injecting hydrophilic foam into said joint between said concrete panels and beneath said diaphragm member, wherein said step of injecting said hydrophilic foam includes,
- (i) forming at least one foam access opening in at least one of said adjacent concrete panels so that said opening intersects the joint at a location below said region defined by said central membrane portion of said diaphragm member and extends therefrom to a location on said top surface of said at least one concrete panel laterally of the joint, and
- (ii) injecting said hydrophilic foam into said access opening at said location thereof on said top surface of said at least one concrete panel sufficient to allow said foam to fill said joint and said region defined by said central membrane portion of said diaphragm member in communication therewith, whereby waterstop capability at said joint is reestablished.
A method of installing a waterstop in a joint defined between adjacent concrete panels of a concrete structure, said method comprising the steps of:
- installing felt adhesive strips on respective top surfaces of said concrete panels laterally adjacent said joint defined therebetween;
- applying an uncured epoxy adhesive to said felt adhesive strips;
- installing side edges of a diaphragm member over said felt adhesive strips such that a center membrane portion of said diaphragm member, between said side edges, extends over said joint and establishes a region therebelow in communication with the joint, and allowing said epoxy adhesive to cure so as to adhesively bond said side edges of said diaphragm member to respective said surfaces of said concrete panels;
- installing fiberglass hold-down bars over said side edges of said diaphragm member;
- anchoring said felt adhesive strips, said side edges of said diaphragm member, and said fiberglass hold-down bars to said concrete panels;
- and
- injecting hydrophilic foam into said joint between said concrete panels and beneath said diaphragm member, wherein said step of injecting hydrophilic foam includes the steps of,
- (i) forming at least one foam access opening in at least one of said adjacent concrete panels so that said opening intersects said joint at a location below said defined region and extends therefrom to a location on said top surface of said at least one concrete panel laterally of said joint, and
- (ii) injecting said hydrophilic foam into said access opening at said location thereof on said top surface of said at least one concrete panel sufficient to allow said foam to fill said joint and said defined region in communication therewith, whereby a watertight seal is formed at said joint.
A method of installing a waterstop in a joint defined between adjacent concrete panels of a concrete structure, said method comprising the steps of:
- removing a portion of said concrete panels along a surface thereof to define a recessed groove along said joint;
- applying felt adhesive strips to respective surfaces of said recessed groove;
- applying an uncured epoxy adhesive to said felt adhesive strips;
- installing side edges of a diaphragm member over said felt adhesive strips in said recessed grove such that a center membrane portion of said diaphragm member, between said side edges thereof, extends over said joint and establishes a region therebelow in communication with said joint, and allowing said epoxy adhesive to cure so as to bond said side edges of said diaphragm member to respective said surfaces of said concrete panels;
- anchoring said felt adhesive strips and at least said side edges of said diaphragm member to said concrete panels laterally of said joint;
- and
- injecting hydrophilic foam into said joint between said concrete panels and beneath said diaphragm member, wherein said step of injecting hydrophilic foam includes the steps of,
- (i) forming at least one foam access opening in at least one of said adjacent concrete panels so that said opening intersects said joint at a location below said region established by said center membrane portion and extends therefrom to a location on said top surface of said at least one concrete panel laterally of said joint, and
- (ii) injecting said hydrophilic foam into said access opening at said location thereof on said top surface of said at least one concrete panel sufficient to allow said foam to fill said joint and said region established by said center membrane portion of said diaphragm member in communication therewith, whereby a waterstop is formed at said joint.
A waterstop disposed in a joint defined between adjacent concrete panels comprising:
- absorbent material disposed on top surfaces of said adjacent concrete panels laterally adjacent the joint defined between said concrete panel;
- cured epoxy adhesive dispersed in said absorbent material;
- a diaphragm member having side edges disposed on top of said absorbent material and bonded thereto by means of said cured epoxy adhesive, and wherein said diaphragm member includes a center membrane portion between said side edges thereof covering said joint so as to establish therebelow a region in communication with said joint;
- anchoring means for anchoring said absorbent material and said side edges of said diaphragm member to said concrete panels;
- at least one access opening formed in at least one of said concrete panels, said at least one access opening intersecting said joint at a location below said region established by said center membrane portion and extending therefrom to a location on said top surface of said at least one concrete panel laterally of said joint;
- and
- a foam seal filling (i) said joint between said concrete panels, (ii) said region established below said center membrane portion of said diaphragm member, and (iii) said at least one access opening, thereby forming said waterstop in said joint.
A method for repairing a failed waterstop in a joint defined between adjacent concrete panels in a concrete structure whereby said method reestablishes waterstop capability to said joint and comprises the steps of;
- forming a groove in the top portion of said joint;
- installing a first pair of adhesive felt strips in said groove along respective lateral sides of said joint;
- installing side edges of a diaphragm member over said first pair of adhesive strips and in said groove such that a center membrane portion of said diaphragm member, between said side edges thereof, covers said joint so as to establish therebelow a region in communication with said joint;
- installing a second pair of adhesive strips over said side edges of said diaphragm member and in said groove;
- anchoring said first and second pairs of felt adhesive strips and at least said side edges of said diaphragm member to said concrete panels;
- injecting hydrophilic foam beneath said joint between said concrete panels and beneath said diaphragm member;
- and
- installing foam gasket means over said diaphragm member in said groove, wherein said step of injecting hydrophilic foam includes the steps of,
- (i) forming at least one foam access opening in at least one of said adjacent concrete panels so that said opening intersects said joint at a location below said groove and extends therefrom to a location on a top surface of said at least one concrete panel laterally of said joint, and
- (ii) injecting said hydrophilic foam into said access opening at said location thereof on said top surface of said at least one concrete panel sufficient to allow said foam to fill said joint and said region defined by said central membrane portion of said diaphragm member in communication therewith, whereby waterstop capability is reestablished at said joint.
A waterstop joint between adjacent concrete panels comprising:
- a first absorbent adhesive compound disposed on respective top surfaces of said concrete panels laterally of said joint therebetween;
- a diaphragm member having side edges which are disposed on top of said first absorbent adhesive material and also having a center membrane portion, between said side edges thereof, covering said joint thereby establishing therebelow a region in communication with said joint;
- a second absorbent adhesive material disposed on top of said side edges of said diaphragm member;
- a pair of hold-down bars disposed on top of said second absorbent adhesive material laterally of said joint;
- anchoring means for anchoring said first and second absorbent adhesive materials, said hold-down bars, and said side edges of said diaphragm member to said concrete panels;
- at least one access opening formed in at least one of said concrete panels, said at least one access opening intersecting said joint at a location below said region established by said center membrane portion and extending therefrom to a location on a top surface of at least one of said concrete panels laterally of said joint;
- and
- a foam seal filling (i) said joint between said concrete panels, (ii) said region established below said center membrane portion of said diaphragm member, and (iii) said at least one access opening, thereby forming said waterstop in said joint.
Dependencies are inferred from the claim text.