US20090084057A1 - Packer for Repairing Crack in Concrete Body - Google Patents
Packer for Repairing Crack in Concrete Body Download PDFInfo
- Publication number
- US20090084057A1 US20090084057A1 US11/992,599 US99259906A US2009084057A1 US 20090084057 A1 US20090084057 A1 US 20090084057A1 US 99259906 A US99259906 A US 99259906A US 2009084057 A1 US2009084057 A1 US 2009084057A1
- Authority
- US
- United States
- Prior art keywords
- main body
- injection main
- packer
- diameter
- soft sleeve
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Abandoned
Links
- 238000002347 injection Methods 0.000 claims abstract description 90
- 239000007924 injection Substances 0.000 claims abstract description 90
- 210000002445 nipple Anatomy 0.000 claims abstract description 26
- 230000002265 prevention Effects 0.000 claims abstract description 24
- 229920005989 resin Polymers 0.000 claims description 46
- 239000011347 resin Substances 0.000 claims description 46
- 239000000243 solution Substances 0.000 claims description 46
- 229920001971 elastomer Polymers 0.000 claims description 8
- 230000003247 decreasing effect Effects 0.000 claims description 7
- 229920000515 polycarbonate Polymers 0.000 claims description 5
- 239000004417 polycarbonate Substances 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 229920003002 synthetic resin Polymers 0.000 claims description 3
- 239000000057 synthetic resin Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 description 9
- 238000005553 drilling Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 239000000126 substance Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000010009 beating Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 229910001369 Brass Inorganic materials 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 239000010951 brass Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B05—SPRAYING OR ATOMISING IN GENERAL; APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05C—APPARATUS FOR APPLYING FLUENT MATERIALS TO SURFACES, IN GENERAL
- B05C17/00—Hand tools or apparatus using hand held tools, for applying liquids or other fluent materials to, for spreading applied liquids or other fluent materials on, or for partially removing applied liquids or other fluent materials from, surfaces
- B05C17/005—Hand tools or apparatus using hand held tools, for applying liquids or other fluent materials to, for spreading applied liquids or other fluent materials on, or for partially removing applied liquids or other fluent materials from, surfaces for discharging material from a reservoir or container located in or on the hand tool through an outlet orifice by pressure without using surface contacting members like pads or brushes
- B05C17/00503—Details of the outlet element
- B05C17/00506—Means for connecting the outlet element to, or for disconnecting it from, the hand tool or its container
- B05C17/00509—Means for connecting the outlet element to, or for disconnecting it from, the hand tool or its container of the bayonet type
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
- E04G23/0211—Arrangements for filling cracks or cavities in building constructions using injection
Definitions
- the present invention relates to a packer for repairing a crack in a concrete body, and more particularly to a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction and a plurality of extension units, each having a trapezoidal section, consecutively formed at one end thereof, and a soft sleeve having a hollow formed therein corresponding to the shapes of the extension units and inserted into one end of the injection main body, in which, when the packer is inserted into the concrete body along the crack and a resin solution is injected into the injection mainbody, the injection main body is partially pushed out under the condition that the soft sleeve maintains its original position, and thus the soft sleeve is uniformly expanded in the circumferential direction, thus preventing the leakage of the resin solution.
- a packer includes an injection main body, which is perforated in the longitudinal direction, and has a nipple part formed at one end of the injection main body for injecting a resin solution into the injection main body and a male screw formed at the other end of the injection main body, and a rubber sleeve and a nut, which are sequentially fixed to the nipple part and the male screw of the injection main body.
- Fixing holes are formed in the concrete body along a crack in the concrete body by drilling such that the fixing holes are spaced from the crack by a designated distance and are formed at a designated angle, and the packers are respectively installed in the fixing holes.
- the nut of each of the packers is tightened up, the rubber sleeve is expanded, thus being stuck to the corresponding one of the fixing holes.
- a resin solution is injected into the injection main body of each of the packers so as to fill the crack. After the resin solution is dried to a certain extent, the protruding portion of each of the packers is removed. Then, the surface of the concrete is finished with a finishing material.
- a backward flow prevention unit such as a check valve for preventing the backward flow of the resin solution or a fixing pin, is formed at the portion of the packer to be removed, after at least 24 hours to dry the injected resin solution elapsed, the portion of the packer is removed.
- a packer elongates the construction time, and increase labor costs due to a post process.
- the rubber sleeve is expanded in the circumferential direction by tightening the nut, the rubber sleeve is bent into a circular arc shape.
- the rubber sleeve is not uniformly stuck to the fixing hole in the circumferential direction, when the resin solution is injected into the injection main body, the resin solution flows outwardly. Further, when the nut is excessively tightened, the rubber sleeve is bent and strains the concrete body. Since the packer does not have a portion caught on the concrete body, the position (depth) of the packer fixed to (inserted into) the concrete body is not uniform. Since the injection main bodyof the packer is usually made of a metal, it is difficult to remove a portion of the packer and a post process for grinding the protruding portion of the packer with a grinder is required.
- the present invention has been made in view of the above problems, and it is an object of the present invention to provide a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing
- a backward flow prevention unit including a spherical check ball and a compressed spring
- a packer for repairing a crack in a concrete body comprising an injection main body including an inflow route formed therethrough in the longitudinal direction and a plurality of extension units, each having a trapezoidal section, consecutively formed at one end thereof and a soft sleeve having a cylindrical surface having a hollow formed therethrough corresponding to the shapes of the extension units and inserted into one end of the injection main body, in which, when the packer is inserted into the concrete body along the crack and a resin solution is injected into the injection main body, the injection main body is partially pushed out under the condition that the soft sleeve maintains its original position, and thus the soft sleeve is uniformly expanded in the circumferential direction, thereby preventing the outflow of the resin solution and easily repairing the crack in the concrete body.
- a packer for repairing a crack in a concrete body of the present invention includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing hole, and easily repairing the crack in the concrete body.
- a backward flow prevention unit including a spherical check ball and a compressed spring, is formed in the end of the injection main body opposite to the nipple part, thus preventing the injected resin solution from flowing backwardly due to the elasticity of the compressed spring. Since the backward flow prevention unit is inserted into the fixing hole, a portion of the packer, which protrudes from the surface of the concrete body, can be removed just after the resin solution is injected into the injection main body, and thus the packer shortens a time for repairing the crack in the concrete body and reduces labor costs.
- the injection main body is integrally made of polycarbonate, and thus is easily cut and removed.
- FIG. 1 is a perspective view of a packer for repairing a crack in a concrete body in accordance with the present invention
- FIG. 2 is an exploded perspective view of the packer in accordance with the present invention.
- FIG. 3 is a perspective view illustrating a state in which the packers in accordance with an embodiment of the present invention are installed in a concrete body, which is cracked;
- FIGS. 4 to 6 are sectional views illustrating a process for installing the packer in accordance with the embodiment of the present invention in the concrete body.
- FIG. 7 is a flow chart illustrating a process for repairing a crack in a concrete body using the packers of the present invention.
- a packer 30 of the present invention comprises an injection main body 10 and a soft sleeve 20 , which are assembled.
- An inflow route 11 is formed through the injection main body 10 in the longitudinal direction.
- a nipple part 12 is formed at one end of the injection main body 10 , and a plurality of extension units 13 , each of which has a trapezoidal section such that its diameter is increased from the front end to the rear end, are consecutively formed at the other end of the injection main body 10 .
- a backward flow prevention groove 11 ′ having a diameter larger than that of the inflow route 11 is formed in the end of the inflow route 11 opposite to the nipple part 12 , and a backward flow prevention unit 17 including a check ball 17 a having a spherical shape and a compressed spring 17 b , which are sequentially assembled, is formed at the backward flow prevention groove 11 ′.
- the soft sleeve 20 has a cylindrical structure having a hollow formed therethrough in the longitudinal direction corresponding to the shapes of the extension units 13 , and includes a plurality of protruding rings 24 , each having a semicircular section, formed on the outer circumferential surface of the soft sleeve 20 .
- the packer 30 is obtained by assembling the soft sleeve 20 with the extension units 13 of the injection main body 10 , and is used to repair cracks in a concrete body 40 .
- the packer 30 of the present invention includes the injection main body 10 and the soft sleeve 20 .
- the injection main body 10 has a cylindrical structure having the inflow route 11 formed therethrough in the longitudinal direction, and includes the nipple part 12 formed at one end of the injection main body 10 and connected to a nozzle for injecting a resin solution into the injection main body 10 , and the plurality of extension units 13 , each of which has a trapezoidal section such that its diameter is increased from the front end to the rear end, formed at the other end of the injection main body 10 .
- Each of the plurality of extension units 13 includes a large diameter part 13 a , an inclined part 13 b , and a small diameter part 13 c , which are sequentially connected.
- the large diameter part 13 a having a designated diameter is extended to a designated length
- the inclined part 13 b having a gradually decreasing diameter is extended to a designated length
- the small diameter part 13 c having a decreased diameter is extended to a designated length.
- Two extension units 13 are consecutively connected.
- An inclined receipt part 14 having a diameter gradually increasing from the small diameter part 13 c to the nipple part 12 , and a projecting part 15 having a diameter larger than that of the inclined receipt part 14 are sequentially formed between the extension units 13 and the nipple part 12 .
- the largest diameter of the inclined receipt part 14 is smaller than the diameter of the large diameter part 13 a .
- the projecting part 15 has a diameter larger than the largest diameter of the inclined receipt part 14 and the largest diameter of the nipple part 12 , and is extended to a designated length.
- a locking part 16 protruding to a designated height is formed on the projecting part 15 in the circumferential direction, or a plurality of locking parts 16 having a designated size are formed on the projecting part 15 in the circumferential direction.
- the backward flow prevention groove 11 ′ having a diameter larger than that of the inflow route 11 and a designated depth is formed in the end of the inflow route 11 at the side of the extension units 13 , and the backward flow prevention unit 17 is formed in the backward flow prevention groove 11 ′.
- the backward flow prevention unit 17 is obtained by sequentially assembling the check ball 17 a having a spherical shape for closing the inflow route 11 , the compressed spring 17 b having an inner diameter smaller than the diameter of the check ball 17 a and a designated tensile strength, and a fixing unit 17 c for preventing the compressed spring 17 b from being separated from the backward flow prevention groove 11 ′.
- the injection main body 10 includes the inflow route 11 formed therethrough in the longitudinal direction, the two extension units 13 , each having a trapezoidal section, consecutively formed on the outer circumferential surface of one end thereof, the inclined receipt part 14 having a gradually increasing diameter, and the projecting part 15 provided with the locking part 16 and the nipple part 12 for connection, which are sequentially connected.
- the backward flow prevention groove 11 ′ having a designated depth is formed in the end of the inflow route 11 opposite to the nipple part 12 , and the backward flow prevention unit 17 , obtained by sequentially assembling the check ball 17 a , the compressed spring 17 b , and the fixing unit 17 c , is formed in the backward flow prevention groove 11 ′.
- the soft sleeve 20 has a cylindrical structure having a hollow formed therethrough in the longitudinal direction.
- the soft sleeve 20 is inserted into the two extension units 13 and the inclined receipt part 14 of the injection main body 10 , thus having an internal shape corresponding to the shapes of the two extension units 13 and the inclined receipt part 14 .
- the soft sleeve 20 includes two extension units 21 , each having a trapezoidal internal section, and an inclined receipt part 22 having a designated gradient.
- a locking part 23 is formed at one end of the soft sleeve 20 , opposite to the inclined receipt part 22 , i.e., at the end of the soft sleeve 20 from which the extension units 21 start.
- the hollow internal structure of the soft sleeve 20 will be described, below.
- the locking part 23 having a gradually decreasing diameter from one end of the soft sleeve 20 to the inside of the soft sleeve 20 is formed in the end of the soft sleeve 20 , and the two extension units 21 , each of which includes a large diameter part 21 a , an inclined part 21 b , and a small diameter part 21 c , are consecutively connected to the locking part 23 .
- the large diameter part 21 a having a larger diameter than that of the locking part 23 is extended to a designated length
- the inclined part 21 b having a gradually decreasing diameter and a designated gradient is extended to a designated length
- the small diameter part 21 c having a decreased diameter is extended to a designated length.
- At least two extension units 21 are consecutively connected.
- the inclined receipt part 22 having a gradually increasing section and connected to the small diameter part 21 c is formed in the other end of the soft sleeve 20 opposite to the locking part 23 .
- the locking part 23 , the two extension units 21 , and the inclined receipt part 22 form the internal structure of the soft sleeve 20 .
- the external structure of the soft sleeve 20 is described.
- the outer diameter of the soft sleeve 20 coincides with the diameter of the projecting part 15 of the injection main body 10 .
- a plurality of protruding rings 24 having a semicircular section and protruding in the circumferential direction, is formed on the outer circumferential surface of the soft sleeve 20 in the longitudinal direction.
- the locking part 23 serves to catch the end of the injection main body 10 under the condition that the injection main body 10 is inserted into the soft sleeve 20 .
- the increase of the diameter of the locking part 23 from the front end thereof to the rear end thereof facilitates the easy dispersion of the injected resin solution 50 .
- the locking part 23 has a small width, there is no need to vary the diameter of the locking part 23 .
- the diameters and lengths of the structures formed in the soft sleeve 20 i.e., the extension units 21 and the inclined receipt part 22 , coincide with those of the structures formed on the injection main body 10 , i.e., the extension units 13 and the inclined receipt part 14 .
- the injection main body 10 is integrally made of synthetic resin, such as polycarbonate (having high thermal resistance, strength, shock resistance, dimensional stability, creep resistance and transparency), or metal having high chemical resistance and corrosion resistance, such as brass.
- the soft sleeve 20 is integrally made of a material having high ductility, durability and chemical resistance, such as rubber or soft synthetic resin.
- the injection main body 10 and the soft sleeve 20 are respectively made of materials having comparatively high chemical resistance, thus not being damaged due to the injection of the resin solution 50 .
- One end of the injection main body 10 is inserted into the soft sleeve 20 .
- the packer 30 in which one end of the injection main body 10 is caught by the locking part 23 of the soft sleeve 20 and the extension units 13 and 21 , i.e., the large diameter parts 13 a and 21 a , the inclined parts 13 b and 21 b , and the small diameter parts 13 c and 21 c , are engaged with each other, is obtained.
- the fixing holes 41 having a designated depth are formed in the concrete body 40 along a crack using an electric drill, and scraps of foreign substances generated thereby are removed by wind.
- the fixing holes 41 are formed at an angle of 45 degrees by drilling such that the external surfaces of the fixing holes 41 are spaced from the crack by a designated distance and the internal portions of the fixing holes 41 are connected to the internal portion of the crack.
- a plurality of the fixing holes 41 are formed along the crack in zigzag.
- a packer-installing step (S 2 ) As shown in FIGS. 3 and 4 , the packer 30 is inserted into each of the fixing holes 41 .
- the soft sleeve 20 is completely inserted into the fixing hole 41
- the injection main body 10 is partially inserted into the fixing hole 41 such that the locking part 16 is caught on the surface of the concrete body 40 .
- a resin solution-injecting step (S 3 ) high-pressure equipment (not shown) for supplying the resin solution 50 , such as urethane resin or epoxy resin, is connected to the nipple part 12 of the injection main body 10 .
- the high-pressure equipment is gradually adjusted from a low pressure to a high pressure, and fills the inside of the injection main body 10 at the most proper pressure to push the check ball 17 a closing the inflow route 11 and to fill up the crack in the concrete body 40 with the resin solution until the resin solution 50 flows outside.
- the gradually increase in the pressure for injecting the resin solution 50 causes the injection main body 10 to be pushed out and the soft sleeve 20 to maintain its original position due to the friction between the fixing hole 41 and the protruding rings 24 . Thereby, the soft sleeve 20 is expanded in the circumferential direction. After the injection of the resin solution 50 is completed, the injection main body 10 is partially drawn inwardly. However, in this case, the injection main body 10 is still located outside its initial position.
- the resin solution 50 does not leak through a gap between the packer 30 and the fixing hole 41 , and, if the resin solution 50 leaks through the gap, the leaked resin solution 50 is retained in the groove 13 a ′ of each of the extension units 13 and does not leak through a gap between the injection main body 10 and the soft sleeve 20 . Further, even when the supply of the resin solution 50 is completed, the backward flow prevention unit 17 prevents the resin solution 50 from flowing backward through the inflow route 11 .
- a cutting step (S 4 ) the projecting part 15 protruding from the concrete body 40 is removed from the packer 30 by striking, beating, or cutting using with a tool (a hammer, a cutter, a pincher, a T-wrench, or a pipe).
- a tool a hammer, a cutter, a pincher, a T-wrench, or a pipe.
- a finishing step (S 5 ) the surface of the concrete body 40 is smoothed by finishing the cut portions of the packers 30 and the repaired crack of the concrete body 40 using a finishing material 51 , such as an acrylic crack covering agent or a cement filler. Thereafter, the resin solution 50 and the finishing material 51 are completely dried. Thereby, the repairing of the crack in the concrete body 40 using the packers 30 of the present invention is completed.
- a finishing material 51 such as an acrylic crack covering agent or a cement filler.
- the method for repairing the concrete body 40 using the packers 30 of the present invention allows the packers 30 to be easily installed in the concrete body 40 , and the protruding portion of each of the packers 30 to be removed just after the resin solution 50 is injected into the injection main body 10 because the backward flow prevention unit 17 is installed at the rear end of the inflow route 11 , thus shortening a time taken to constructing the packers 30 and reducing labor costs. Further, since the soft sleeve 20 is uniformly stuck into each of the fixing holes 41 in the circumferential direction, it is possible to prevent the poor sticking of the soft sleeve 20 into the fixing hole 41 due to the tightening of a nut and the outflow of the resin solution 50 .
- protrusions 27 and 27 ′ are formed at a designated interval on the injection main body 10 between the projecting part 15 and the nipple part 12 .
- a pincher is inserted into an area between the two protrusions 27 and 27 ′ and pulls and then pushes the injection main body 10 . Thereafter, when the resin solution 50 is injected into the injection main body 10 , the injection main body 10 is easily pushed out and the packer 30 is expanded, thereby preventing the resin solution 50 from flowing outwardly.
- the present invention provides a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing hole, and easily repairing the crack in the concrete body.
- a backward flow prevention unit including a spherical check ball and a compressed spring, is formed in the end of the injection main body opposite to the nipple part, thus preventing the injected resin solution from flowing backwardly due to the elasticity of the compressed spring. Since the backward flow prevention unit is inserted into the fixing hole, a portion of the packer, which protrudes from the surface of the concrete body, can be removed just after the resin solution is injected into the injection main body, and thus the packer shortens a time for repairing the crack in the concrete body and reduces labor costs.
- the injection main body is integrally made of polycarbonate, and thus is easily cut and removed.
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- Chemical & Material Sciences (AREA)
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Abstract
Disclosed is a packer for repairing a crack in a concrete body. The packer includes an injection main body and a soft sleeve. The injection main body includes an inflow route, a nipple part, a plurality of extension units, each of which has a trapezoidal section injection main body, and a backward flow prevention unit in the end of the inflow route opposite to the nipple part. The packer is obtained by assembling the soft sleeve with the extension units of the injection main body, and is installed along the crack of the concrete body, thus easily repairing the crack in the concrete body.
Description
- The present invention relates to a packer for repairing a crack in a concrete body, and more particularly to a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction and a plurality of extension units, each having a trapezoidal section, consecutively formed at one end thereof, and a soft sleeve having a hollow formed therein corresponding to the shapes of the extension units and inserted into one end of the injection main body, in which, when the packer is inserted into the concrete body along the crack and a resin solution is injected into the injection mainbody, the injection main body is partially pushed out under the condition that the soft sleeve maintains its original position, and thus the soft sleeve is uniformly expanded in the circumferential direction, thus preventing the leakage of the resin solution.
- Usually, concrete bodies are cracked due to various reasons, such as repetition of drying, shrinking, and freezing and melting of concrete, infiltration of salt water or acid materials and corrosion iron reinforcing rods. Many methods for repairing a crack in a concrete body have been proposed. Hereinafter, a method for repairing a crack in a concrete body using packers will be described.
- For example, as disclosed in Korean Utility Model Registration Nos. 116530, 135358, 205925, and 462457, a packer includes an injection main body, which is perforated in the longitudinal direction, and has a nipple part formed at one end of the injection main body for injecting a resin solution into the injection main body and a male screw formed at the other end of the injection main body, and a rubber sleeve and a nut, which are sequentially fixed to the nipple part and the male screw of the injection main body. Now, a method for constructing the packers in a concrete body will be described. Fixing holes are formed in the concrete body along a crack in the concrete body by drilling such that the fixing holes are spaced from the crack by a designated distance and are formed at a designated angle, and the packers are respectively installed in the fixing holes. When the nut of each of the packers is tightened up, the rubber sleeve is expanded, thus being stuck to the corresponding one of the fixing holes. Thereafter, a resin solution is injected into the injection main body of each of the packers so as to fill the crack. After the resin solution is dried to a certain extent, the protruding portion of each of the packers is removed. Then, the surface of the concrete is finished with a finishing material.
- In case that a backward flow prevention unit, such as a check valve for preventing the backward flow of the resin solution or a fixing pin, is formed at the portion of the packer to be removed, after at least 24 hours to dry the injected resin solution elapsed, the portion of the packer is removed. Thus, such a packer elongates the construction time, and increase labor costs due to a post process.
- In case that the rubber sleeve is expanded in the circumferential direction by tightening the nut, the rubber sleeve is bent into a circular arc shape. In this case, since the rubber sleeve is not uniformly stuck to the fixing hole in the circumferential direction, when the resin solution is injected into the injection main body, the resin solution flows outwardly. Further, when the nut is excessively tightened, the rubber sleeve is bent and strains the concrete body. Since the packer does not have a portion caught on the concrete body, the position (depth) of the packer fixed to (inserted into) the concrete body is not uniform. Since the injection main bodyof the packer is usually made of a metal, it is difficult to remove a portion of the packer and a post process for grinding the protruding portion of the packer with a grinder is required.
- Therefore, the present invention has been made in view of the above problems, and it is an object of the present invention to provide a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing hole, and easily repairing the crack in the concrete body.
- It is another object of the present invention to provide a packer for repairing a crack in a concrete body, in which a backward flow prevention unit, including a spherical check ball and a compressed spring, is formed in the end of an injection main body opposite to a nipple part, thus preventing an injected resin solution from flowing backwardly due to the elasticity of the compressed spring. Since the backward flow prevention unit is inserted into a fixing hole, a portion of the packer, which protrudes from the surface of the concrete body, can be removed just after the resin solution is injected into the injection main body, and thus the packer shortens a time for repairing the crack in the concrete body and reduces labor costs.
- It is yet another object of the present invention to provide a packer for repairing a crack in a concrete body, in which an injection main body is integrally made of polycarbonate, and thus is easily cut and removed.
- In accordance with an aspect of the present invention, the above and other objects can be accomplished by the provision of a packer for repairing a crack in a concrete body comprising an injection main body including an inflow route formed therethrough in the longitudinal direction and a plurality of extension units, each having a trapezoidal section, consecutively formed at one end thereof and a soft sleeve having a cylindrical surface having a hollow formed therethrough corresponding to the shapes of the extension units and inserted into one end of the injection main body, in which, when the packer is inserted into the concrete body along the crack and a resin solution is injected into the injection main body, the injection main body is partially pushed out under the condition that the soft sleeve maintains its original position, and thus the soft sleeve is uniformly expanded in the circumferential direction, thereby preventing the outflow of the resin solution and easily repairing the crack in the concrete body.
- A packer for repairing a crack in a concrete body of the present invention includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing hole, and easily repairing the crack in the concrete body.
- A backward flow prevention unit, including a spherical check ball and a compressed spring, is formed in the end of the injection main body opposite to the nipple part, thus preventing the injected resin solution from flowing backwardly due to the elasticity of the compressed spring. Since the backward flow prevention unit is inserted into the fixing hole, a portion of the packer, which protrudes from the surface of the concrete body, can be removed just after the resin solution is injected into the injection main body, and thus the packer shortens a time for repairing the crack in the concrete body and reduces labor costs.
- The injection main body is integrally made of polycarbonate, and thus is easily cut and removed.
- The above and other objects, features and other advantages of the present invention will be more clearly understood from the following detailed description taken in conjunction with the accompanying drawings, in which:
-
FIG. 1 is a perspective view of a packer for repairing a crack in a concrete body in accordance with the present invention; -
FIG. 2 is an exploded perspective view of the packer in accordance with the present invention; -
FIG. 3 is a perspective view illustrating a state in which the packers in accordance with an embodiment of the present invention are installed in a concrete body, which is cracked; -
FIGS. 4 to 6 are sectional views illustrating a process for installing the packer in accordance with the embodiment of the present invention in the concrete body; and -
FIG. 7 is a flow chart illustrating a process for repairing a crack in a concrete body using the packers of the present invention. - Now, preferred embodiments of the present invention will be described in detail with reference to the annexed drawings.
- A
packer 30 of the present invention comprises an injectionmain body 10 and asoft sleeve 20, which are assembled. Aninflow route 11 is formed through the injectionmain body 10 in the longitudinal direction. Anipple part 12 is formed at one end of the injectionmain body 10, and a plurality ofextension units 13, each of which has a trapezoidal section such that its diameter is increased from the front end to the rear end, are consecutively formed at the other end of the injectionmain body 10. A backwardflow prevention groove 11′ having a diameter larger than that of theinflow route 11 is formed in the end of theinflow route 11 opposite to thenipple part 12, and a backwardflow prevention unit 17 including acheck ball 17 a having a spherical shape and acompressed spring 17 b, which are sequentially assembled, is formed at the backwardflow prevention groove 11′. Thesoft sleeve 20 has a cylindrical structure having a hollow formed therethrough in the longitudinal direction corresponding to the shapes of theextension units 13, and includes a plurality of protrudingrings 24, each having a semicircular section, formed on the outer circumferential surface of thesoft sleeve 20. Thepacker 30 is obtained by assembling thesoft sleeve 20 with theextension units 13 of the injectionmain body 10, and is used to repair cracks in aconcrete body 40. - The
packer 30 of the present invention includes the injectionmain body 10 and thesoft sleeve 20. Hereinafter, with reference to the accompanying drawings, thepacker 30 will be described in detail. First, with reference toFIG. 2 , the injectionmain body 10 has a cylindrical structure having theinflow route 11 formed therethrough in the longitudinal direction, and includes thenipple part 12 formed at one end of the injectionmain body 10 and connected to a nozzle for injecting a resin solution into the injectionmain body 10, and the plurality ofextension units 13, each of which has a trapezoidal section such that its diameter is increased from the front end to the rear end, formed at the other end of the injectionmain body 10. Each of the plurality ofextension units 13 includes a large diameter part 13 a, an inclined part 13 b, and asmall diameter part 13 c, which are sequentially connected. The large diameter part 13 a having a designated diameter is extended to a designated length, the inclined part 13 b having a gradually decreasing diameter is extended to a designated length, and thesmall diameter part 13 c having a decreased diameter is extended to a designated length. Twoextension units 13 are consecutively connected. - A groove 13 a′ having a section of a designated shape, such as a triangle, a rectangle, or a semicircle, the depth of which is increased from the large diameter part 13 a to the inclined part 13 b, is formed in the outer circumferential surface of the large diameter part 13 a.
- An inclined receipt part 14 having a diameter gradually increasing from the
small diameter part 13 c to thenipple part 12, and a projectingpart 15 having a diameter larger than that of the inclined receipt part 14 are sequentially formed between theextension units 13 and thenipple part 12. The largest diameter of the inclined receipt part 14 is smaller than the diameter of the large diameter part 13 a. The projectingpart 15 has a diameter larger than the largest diameter of the inclined receipt part 14 and the largest diameter of thenipple part 12, and is extended to a designated length. A locking part 16 protruding to a designated height is formed on the projectingpart 15 in the circumferential direction, or a plurality of locking parts 16 having a designated size are formed on the projectingpart 15 in the circumferential direction. - The backward
flow prevention groove 11′ having a diameter larger than that of theinflow route 11 and a designated depth is formed in the end of theinflow route 11 at the side of theextension units 13, and the backwardflow prevention unit 17 is formed in the backwardflow prevention groove 11′. The backwardflow prevention unit 17 is obtained by sequentially assembling thecheck ball 17 a having a spherical shape for closing theinflow route 11, the compressedspring 17 b having an inner diameter smaller than the diameter of thecheck ball 17 a and a designated tensile strength, and afixing unit 17 c for preventing the compressedspring 17 b from being separated from the backwardflow prevention groove 11′. - That is, the injection
main body 10 includes theinflow route 11 formed therethrough in the longitudinal direction, the twoextension units 13, each having a trapezoidal section, consecutively formed on the outer circumferential surface of one end thereof, the inclined receipt part 14 having a gradually increasing diameter, and the projectingpart 15 provided with the locking part 16 and thenipple part 12 for connection, which are sequentially connected. The backwardflow prevention groove 11′ having a designated depth is formed in the end of theinflow route 11 opposite to thenipple part 12, and the backwardflow prevention unit 17, obtained by sequentially assembling thecheck ball 17 a, the compressedspring 17 b, and thefixing unit 17 c, is formed in the backwardflow prevention groove 11′. - Thereafter, with reference to
FIGS. 2 and 4 , thesoft sleeve 20 will be described. Thesoft sleeve 20 has a cylindrical structure having a hollow formed therethrough in the longitudinal direction. Thesoft sleeve 20 is inserted into the twoextension units 13 and the inclined receipt part 14 of the injectionmain body 10, thus having an internal shape corresponding to the shapes of the twoextension units 13 and the inclined receipt part 14. Thesoft sleeve 20 includes two extension units 21, each having a trapezoidal internal section, and an inclined receipt part 22 having a designated gradient. A lockingpart 23 is formed at one end of thesoft sleeve 20, opposite to the inclined receipt part 22, i.e., at the end of thesoft sleeve 20 from which the extension units 21 start. The hollow internal structure of thesoft sleeve 20 will be described, below. - First, the locking
part 23 having a gradually decreasing diameter from one end of thesoft sleeve 20 to the inside of thesoft sleeve 20 is formed in the end of thesoft sleeve 20, and the two extension units 21, each of which includes a large diameter part 21 a, aninclined part 21 b, and asmall diameter part 21 c, are consecutively connected to the lockingpart 23. The large diameter part 21 a having a larger diameter than that of the lockingpart 23 is extended to a designated length, theinclined part 21 b having a gradually decreasing diameter and a designated gradient is extended to a designated length, and thesmall diameter part 21 c having a decreased diameter is extended to a designated length. At least two extension units 21 are consecutively connected. - The inclined receipt part 22 having a gradually increasing section and connected to the
small diameter part 21 c is formed in the other end of thesoft sleeve 20 opposite to the lockingpart 23. The lockingpart 23, the two extension units 21, and the inclined receipt part 22 form the internal structure of thesoft sleeve 20. Next, the external structure of thesoft sleeve 20 is described. Preferably, the outer diameter of thesoft sleeve 20 coincides with the diameter of the projectingpart 15 of the injectionmain body 10. Further, a plurality of protruding rings 24, having a semicircular section and protruding in the circumferential direction, is formed on the outer circumferential surface of thesoft sleeve 20 in the longitudinal direction. - The locking
part 23 serves to catch the end of the injectionmain body 10 under the condition that the injectionmain body 10 is inserted into thesoft sleeve 20. The increase of the diameter of the lockingpart 23 from the front end thereof to the rear end thereof facilitates the easy dispersion of the injectedresin solution 50. In case that the lockingpart 23 has a small width, there is no need to vary the diameter of the lockingpart 23. Preferably, the diameters and lengths of the structures formed in thesoft sleeve 20, i.e., the extension units 21 and the inclined receipt part 22, coincide with those of the structures formed on the injectionmain body 10, i.e., theextension units 13 and the inclined receipt part 14. - For reference, the injection
main body 10 is integrally made of synthetic resin, such as polycarbonate (having high thermal resistance, strength, shock resistance, dimensional stability, creep resistance and transparency), or metal having high chemical resistance and corrosion resistance, such as brass. Further, thesoft sleeve 20 is integrally made of a material having high ductility, durability and chemical resistance, such as rubber or soft synthetic resin. The injectionmain body 10 and thesoft sleeve 20 are respectively made of materials having comparatively high chemical resistance, thus not being damaged due to the injection of theresin solution 50. - One end of the injection
main body 10 is inserted into thesoft sleeve 20. Thereby, thepacker 30, in which one end of the injectionmain body 10 is caught by the lockingpart 23 of thesoft sleeve 20 and theextension units 13 and 21, i.e., the large diameter parts 13 a and 21 a, theinclined parts 13 b and 21 b, and the 13 c and 21 c, are engaged with each other, is obtained.small diameter parts - Hereinafter, with reference to
FIGS. 3 to 7 , a method for repairing a crack in a concrete body using packers of the present invention will be described. - In a drilling and blowing step (S1), the fixing holes 41 having a designated depth are formed in the
concrete body 40 along a crack using an electric drill, and scraps of foreign substances generated thereby are removed by wind. The fixing holes 41 are formed at an angle of 45 degrees by drilling such that the external surfaces of the fixing holes 41 are spaced from the crack by a designated distance and the internal portions of the fixing holes 41 are connected to the internal portion of the crack. A plurality of the fixing holes 41 are formed along the crack in zigzag. - Thereafter, in a packer-installing step (S2), as shown in
FIGS. 3 and 4 , thepacker 30 is inserted into each of the fixing holes 41. Here, thesoft sleeve 20 is completely inserted into the fixinghole 41, and the injectionmain body 10 is partially inserted into the fixinghole 41 such that the locking part 16 is caught on the surface of theconcrete body 40. - Thereafter, in a resin solution-injecting step (S3), high-pressure equipment (not shown) for supplying the
resin solution 50, such as urethane resin or epoxy resin, is connected to thenipple part 12 of the injectionmain body 10. The high-pressure equipment is gradually adjusted from a low pressure to a high pressure, and fills the inside of the injectionmain body 10 at the most proper pressure to push thecheck ball 17 a closing theinflow route 11 and to fill up the crack in theconcrete body 40 with the resin solution until theresin solution 50 flows outside. - The gradually increase in the pressure for injecting the
resin solution 50 causes the injectionmain body 10 to be pushed out and thesoft sleeve 20 to maintain its original position due to the friction between the fixinghole 41 and the protruding rings 24. Thereby, thesoft sleeve 20 is expanded in the circumferential direction. After the injection of theresin solution 50 is completed, the injectionmain body 10 is partially drawn inwardly. However, in this case, the injectionmain body 10 is still located outside its initial position. - Since the
packer 30 is closely stuck into the fixinghole 41 by the expandedsoft sleeve 20 and the protruding rings 24 formed thereon, theresin solution 50 does not leak through a gap between thepacker 30 and the fixinghole 41, and, if theresin solution 50 leaks through the gap, the leakedresin solution 50 is retained in the groove 13 a′ of each of theextension units 13 and does not leak through a gap between the injectionmain body 10 and thesoft sleeve 20. Further, even when the supply of theresin solution 50 is completed, the backwardflow prevention unit 17 prevents theresin solution 50 from flowing backward through theinflow route 11. - Thereafter, in a cutting step (S4), the projecting
part 15 protruding from theconcrete body 40 is removed from thepacker 30 by striking, beating, or cutting using with a tool (a hammer, a cutter, a pincher, a T-wrench, or a pipe). In case that the projectingpart 15 is removed from thepacker 30 by striking or beating, a portion between thesmall diameter part 21 c having the smallest outer diameter and the inclined receipt part 14 is broken. - Finally, in a finishing step (S5), the surface of the
concrete body 40 is smoothed by finishing the cut portions of thepackers 30 and the repaired crack of theconcrete body 40 using a finishing material 51, such as an acrylic crack covering agent or a cement filler. Thereafter, theresin solution 50 and the finishing material 51 are completely dried. Thereby, the repairing of the crack in theconcrete body 40 using thepackers 30 of the present invention is completed. - The method for repairing the
concrete body 40 using thepackers 30 of the present invention allows thepackers 30 to be easily installed in theconcrete body 40, and the protruding portion of each of thepackers 30 to be removed just after theresin solution 50 is injected into the injectionmain body 10 because the backwardflow prevention unit 17 is installed at the rear end of theinflow route 11, thus shortening a time taken to constructing thepackers 30 and reducing labor costs. Further, since thesoft sleeve 20 is uniformly stuck into each of the fixing holes 41 in the circumferential direction, it is possible to prevent the poor sticking of thesoft sleeve 20 into the fixinghole 41 due to the tightening of a nut and the outflow of theresin solution 50. - Before the
packers 30 are assembled with the fixing holes 41, in case that a small amount of moisture remains in the fixing holes 41 formed by drilling, frictional force between thesoft sleeves 20 and theconcrete body 40 is lowered and thepackers 30 cannot be easily expanded. - Accordingly, in order to solve the above problem, as shown in
FIGS. 4 and 5 , 27 and 27′ are formed at a designated interval on the injectionprotrusions main body 10 between the projectingpart 15 and thenipple part 12. A pincher is inserted into an area between the two 27 and 27′ and pulls and then pushes the injectionprotrusions main body 10. Thereafter, when theresin solution 50 is injected into the injectionmain body 10, the injectionmain body 10 is easily pushed out and thepacker 30 is expanded, thereby preventing theresin solution 50 from flowing outwardly. - As apparent from the above description, the present invention provides a packer for repairing a crack in a concrete body, which includes an injection main body including an inflow route formed therethrough in the longitudinal direction, two extension units, each having a trapezoidal section, formed at a designated interval at one end of the injection main body, and a nipple part formed at the other end of the injection main body, and a soft sleeve inserted into the extension units, and is inserted into a fixing hole formed in the concrete body along the crack by drilling, in which the soft sleeve maintains its original position and the injection main body is partially pushed out when a resin solution is injected into the injection main body and is returned to a proper position when the injection of the resin solution is stopped, thus allowing the soft sleeve to be uniformly stuck to the fixing hole in the circumferential direction within the range where the concrete body is not damaged, preventing the resin solution from leaking through a gap between the packer and the fixing hole, and easily repairing the crack in the concrete body.
- A backward flow prevention unit, including a spherical check ball and a compressed spring, is formed in the end of the injection main body opposite to the nipple part, thus preventing the injected resin solution from flowing backwardly due to the elasticity of the compressed spring. Since the backward flow prevention unit is inserted into the fixing hole, a portion of the packer, which protrudes from the surface of the concrete body, can be removed just after the resin solution is injected into the injection main body, and thus the packer shortens a time for repairing the crack in the concrete body and reduces labor costs.
- The injection main body is integrally made of polycarbonate, and thus is easily cut and removed.
- Although the preferred embodiments of the present invention have been disclosed for illustrative purposes, those skilled in the art will appreciate that various modifications, additions and substitutions are possible, without departing from the scope and spirit of the invention as disclosed in the accompanying claims.
Claims (6)
1. A packer for repairing a crack in a concrete body comprising:
an injection main body filled with a resin solution for repairing the crack in the concrete body and including an inflow route formed therethrough in the longitudinal direction, a nipple part formed at one end of the injection main body, and a backward flow prevention unit and; and
a soft sleeve having a cylindrical structure having a hollow formed therethrough in the longitudinal direction and inserted into the other end of the injection main body opposite to the nipple part,
wherein an inclined receipt part having a gradually decreasing diameter and a plurality of extension units, each having a trapezoidal section such that its diameter gradually increases, are sequentially formed at the nipple part of the injection main body, an inclined receipt part and a plurality of extension units, corresponding to the inclined receipt part and the plurality of extension units of the injection main body, and a locking part having a decreased diameter are sequentially formed in the hollow of the soft sleeve, and the soft sleeve is assembled with the extension units of the injection main body.
2. The packer according to claim 1 , wherein each of the plurality of extension units of the injection main body and the soft sleeve includes a large diameter part having a designated diameter, a small diameter part having a smaller diameter than that of the large diameter part, and an inclined part connecting the large diameter part and the small diameter part at a designated gradient, and a groove having a section of a designated shape, such as a triangle, a rectangle, or a semicircle, is formed in the outer circumferential surface of the large diameter part of each of the plurality of extension units of the injection main body.
3. The packer according to claim 2 , wherein a projecting part having an increased diameter is formed between the inclined receipt part and the nipple part, and a plurality of locking parts protruding to a designated height are formed on the projecting part in the circumferential direction.
4. The packer according to claim 3 , wherein two protrusions, each having a designated height, are formed at a designated interval between the projecting part and the nipple part.
5. The packer according to any one of claims 1 to 4 , wherein the backward flow prevention unit, including a check ball having a spherical shape and a compressed spring, which are sequentially assembled, is formed in a backward flow prevention groove, having a diameter larger than that of the inflow route and a designated length, which is formed in the end of the inflow route opposite to the nipple part.
6. The packer according to any one of claims 1 to 4 , wherein the injection main body is integrally made of metal or polycarbonate, and the soft sleeve is integrally made of rubber or soft synthetic resin.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020050089943A KR100655850B1 (en) | 2005-09-27 | 2005-09-27 | Packer for repairing cracks in concrete structures |
| PCT/KR2006/003792 WO2007037604A1 (en) | 2005-09-27 | 2006-09-25 | The packer for repairing crack in concrete body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US20090084057A1 true US20090084057A1 (en) | 2009-04-02 |
Family
ID=37279218
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US11/992,599 Abandoned US20090084057A1 (en) | 2005-09-27 | 2006-09-25 | Packer for Repairing Crack in Concrete Body |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20090084057A1 (en) |
| EP (1) | EP1943399A1 (en) |
| JP (1) | JP2009510288A (en) |
| KR (1) | KR100655850B1 (en) |
| CN (1) | CN101273176A (en) |
| WO (1) | WO2007037604A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011132839A1 (en) * | 2010-04-21 | 2011-10-27 | 와이앤케이텍 주식회사 | Packer for injecting a repairing liquid for repairing a crack in a concrete structure |
| US20110277413A1 (en) * | 2010-05-13 | 2011-11-17 | Emmons Peter H | System and method for leaking crack repair |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5871584B2 (en) * | 2011-11-24 | 2016-03-01 | 末吉 三浦 | Method for repairing concrete frame and insertion type injection plug for repairing concrete frame used in the same |
| KR101603408B1 (en) * | 2014-04-18 | 2016-04-19 | (주) 케이에스지 | Plastic micro packer structure |
| CN108952208B (en) * | 2018-09-25 | 2024-03-26 | 深圳市志纵四海科技有限公司 | Object crack repairing tool |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3280916A (en) * | 1964-01-03 | 1966-10-25 | Halliburton Co | Hydraulic grouting packer |
| US4449856A (en) * | 1981-12-16 | 1984-05-22 | Nihon Soil Engineering Co., Ltd. | Grout injection method and apparatus |
| US5079881A (en) * | 1989-09-07 | 1992-01-14 | Fischerwerke Artur Fischer Gmbh & Co. Kg | Injection packer for injecting synthetic resin into cracks in concrete |
| US5881523A (en) * | 1997-12-10 | 1999-03-16 | Quatrochi, Jr.; Rosario | Mechanical packers for concrete repair |
| US20020039538A1 (en) * | 2000-05-15 | 2002-04-04 | Nagamasa Yamada | Non-return bias valve mechanism for a fluid pumping assembly |
| US20050120660A1 (en) * | 2002-03-16 | 2005-06-09 | Chun-Man Kim | Plastic micro packer and construction method using it |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR970005487Y1 (en) * | 1994-08-02 | 1997-06-05 | 유승권 | Packer for crack repair of concrete structure |
| KR0132174Y1 (en) * | 1995-07-03 | 1998-12-15 | 윤창수 | Packer for concrete repair |
| JP3909125B2 (en) * | 1997-08-08 | 2007-04-25 | 株式会社Gns | Fluid injection plug, adapter for handling fluid injection plug, and method of using fluid injection plug |
| JP3204931B2 (en) | 1997-08-12 | 2001-09-04 | 周一 今井 | Concrete construction waterproofing method |
| KR200198979Y1 (en) * | 2000-04-27 | 2000-10-02 | 김천만 | Packer for grouting of concrete structure and the grouting method using with that |
-
2005
- 2005-09-27 KR KR1020050089943A patent/KR100655850B1/en not_active Expired - Fee Related
-
2006
- 2006-09-25 EP EP06798875A patent/EP1943399A1/en not_active Withdrawn
- 2006-09-25 WO PCT/KR2006/003792 patent/WO2007037604A1/en not_active Ceased
- 2006-09-25 JP JP2008533235A patent/JP2009510288A/en active Pending
- 2006-09-25 CN CNA2006800352644A patent/CN101273176A/en active Pending
- 2006-09-25 US US11/992,599 patent/US20090084057A1/en not_active Abandoned
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3280916A (en) * | 1964-01-03 | 1966-10-25 | Halliburton Co | Hydraulic grouting packer |
| US4449856A (en) * | 1981-12-16 | 1984-05-22 | Nihon Soil Engineering Co., Ltd. | Grout injection method and apparatus |
| US5079881A (en) * | 1989-09-07 | 1992-01-14 | Fischerwerke Artur Fischer Gmbh & Co. Kg | Injection packer for injecting synthetic resin into cracks in concrete |
| US5881523A (en) * | 1997-12-10 | 1999-03-16 | Quatrochi, Jr.; Rosario | Mechanical packers for concrete repair |
| US20020039538A1 (en) * | 2000-05-15 | 2002-04-04 | Nagamasa Yamada | Non-return bias valve mechanism for a fluid pumping assembly |
| US20050120660A1 (en) * | 2002-03-16 | 2005-06-09 | Chun-Man Kim | Plastic micro packer and construction method using it |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2011132839A1 (en) * | 2010-04-21 | 2011-10-27 | 와이앤케이텍 주식회사 | Packer for injecting a repairing liquid for repairing a crack in a concrete structure |
| US20110277413A1 (en) * | 2010-05-13 | 2011-11-17 | Emmons Peter H | System and method for leaking crack repair |
| US8683773B2 (en) * | 2010-05-13 | 2014-04-01 | Structural Group, Inc. | System and method for leaking crack repair |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2009510288A (en) | 2009-03-12 |
| KR100655850B1 (en) | 2006-12-13 |
| CN101273176A (en) | 2008-09-24 |
| WO2007037604A1 (en) | 2007-04-05 |
| EP1943399A1 (en) | 2008-07-16 |
| KR20050100353A (en) | 2005-10-18 |
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Legal Events
| Date | Code | Title | Description |
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| STCB | Information on status: application discontinuation |
Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION |