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
  • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements

Definitions

• the invention relates to the repair of building
• Structural failure in a wall generally calls for underpinning, which is expensive, or re-building, with consequent internal disruption and possible re-housing of the inhabitants.
• the falling away of a wall or skin can sometimes be arrested by the introduction of ties normal to the surface.
• EP 171250 A2 covers helical stainless steel rods for this purpose and such ties may be secured in an outer skin with a polyester resin, but this is not effective against compressive loads, such as are encountered through differential subsidence along a wall, for example.
• EP 171250 A2 also says that a length of the (helical) wire may be inserted in the space left by raking out the mortar in cracked brickwork, after which the wall can be repointed around the inserted reinforcement.
• the invention provides a process of repairing a structure which comprises cutting a groove in a surface of a wall, injecting a grouting material into the groove, embedding a rod along the groove in the grouting material, characterized by injecting further grouting material into
• % material into the groove is finally pointed preferably to match the existing surface. All these steps can be performed externally, without internal disruption.
• a horizontal groove is preferably cut in a mortar joint, and pointed to match adjacent mortar joints.
• the groove is preferably horizontal. Concrete pads are positioned at intervals along the wall, and compression-resistant beams are created between the pads by a process according to the invention. If vertical, diagonal or inclined support is required the groove is cut accordingly, and the cut bricks are preferably repaired with brick slips adhered to a planed brick face.
• the location and length of the groove(s) is determined from a survey to diagnose the cause of a fault, which might be lintel failure, thermal movement, roof loading, wall tie failure or differential movement.
• the reinforcement requirement can be calculated from tables incorporating live and dead loading, bending movements, shear, tensile and compressive strengths. Thus a repair may be effected immediately without the need for a preliminary survey and calculation.
• the groove is generally cut about 40 mm deep and 10 mm wide. If the groove is deeper, and it could be much deeper, up to about 175 mm for a 215 mm solid brick wall, the upper courses have to be reinforced first to prevent collapse. To reinforce adjacent courses in this way supports the whole section and eliminates gyratory forces. Debris is preferably blown out with compressed air.
• the grouting material is preferably an epcxy resin, but may be a cementitious material in some circumstances, as they do not shrink on setting. More than two rods may be embedded in a single groove, each in the same way as the first two. The rods should be generally parallel to give lateral strength to the reinforcement, and to this end may be inserted with plastics sleeves along parts of the length of the rods or with spacers to centralize them in / the grouting material.
• THe final layer of grouting material should be brought to about 25 mm of the surface to allow the pointing material to be retained.
• the rods are preferably helical stainless steel rods about 6 mm in diameter. They may be provided with a central vein to increase the surface area and therefore the adhesion of the grouting material. Alternatively, the rods may be of another material, for example a steel, another metal or alloy, or polypropylene.
• the rods may be plain cylindrical, of or polygonal section, for example rectangular, square or triangular, and may be roughened or deformed to improve adhesion with the grouting material.
• Fig. 1a is a front view of a stretcher bond lintel repaired by a process according to the invention
• Fig. 1b is a corresponding section on a slightly larger scale
• Fig. 1c is a slightly modified alternative to Fig. 1b:
• Fig. 2a is a front view of a flat soldier arch repaired
• Fig. 2b is a corresponding section on a slightly larger scale
• Fig. 3a is a front view of a curved arch repaired by a process according to the invention.
• Fig. 3b is a corresponding section on a slightly larger scale
• Fig. 4 is a section through a 215 solid brick wall repaired by a process according to the invention.
• a repair 10 comprises two helical stainless steel rods in compression, while a repair 12 comprises two such rods in tension. It will be noted that the repairs extend beyond the width of the window openings.
• Grooves are cut in the surface of the walls illustrated for the production of repairs 10 or 12.
• Grouting material is Injected into the grooves.
• a helical stainless steel rod is embedded along the groove in the grouting material. Further grouting material is injected into the groove.
• a second helical stainless steel rod is embedded along the groove in the grouting material. Further grouting material is injected into the groove. The groove is finally pointed to match the original surface.

Landscapes

• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Chemical & Material Sciences (AREA)
• Chemical Kinetics & Catalysis (AREA)
• Electrochemistry (AREA)
• Mechanical Engineering (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Working Measures On Existing Buildindgs (AREA)

Priority Applications (2)

Applications Claiming Priority (4)

Publications (1)

Family

ID=26298340

Family Applications (1)

Country Status (4)

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Citations (4)

Family Cites Families (2)

• 1991
  • 1991-11-27 GB GB9125208A patent/GB2249120B/en not_active Expired - Lifetime
  • 1991-12-31 EP EP92901628A patent/EP0568548B1/de not_active Expired - Lifetime
  • 1991-12-31 DE DE69115295T patent/DE69115295T2/de not_active Expired - Lifetime
  • 1991-12-31 WO PCT/GB1991/002329 patent/WO1992013155A1/en active IP Right Grant

Patent Citations (4)

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