WO1996004197A1 - Dispositif et procede de consolidation de piliers verticaux - Google Patents

Dispositif et procede de consolidation de piliers verticaux Download PDF

Info

Publication number
WO1996004197A1
WO1996004197A1 PCT/US1995/009489 US9509489W WO9604197A1 WO 1996004197 A1 WO1996004197 A1 WO 1996004197A1 US 9509489 W US9509489 W US 9509489W WO 9604197 A1 WO9604197 A1 WO 9604197A1
Authority
WO
WIPO (PCT)
Prior art keywords
reinforcing material
vertical column
die
vertical
column
Prior art date
Application number
PCT/US1995/009489
Other languages
English (en)
Inventor
Larry Cercone
Justin Trent Shackelford
Original Assignee
Xxsys Technologies, Inc.
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from US08/284,155 external-priority patent/US5680739A/en
Application filed by Xxsys Technologies, Inc. filed Critical Xxsys Technologies, Inc.
Priority to AU32019/95A priority Critical patent/AU3201995A/en
Priority to KR1019970700687A priority patent/KR970704620A/ko
Priority to EP95928158A priority patent/EP0773904A4/fr
Priority to JP8506611A priority patent/JPH10504002A/ja
Publication of WO1996004197A1 publication Critical patent/WO1996004197A1/fr

Links

Classifications

    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F27—FURNACES; KILNS; OVENS; RETORTS
    • F27D—DETAILS OR ACCESSORIES OF FURNACES, KILNS, OVENS, OR RETORTS, IN SO FAR AS THEY ARE OF KINDS OCCURRING IN MORE THAN ONE KIND OF FURNACE
    • F27D99/00—Subject matter not provided for in other groups of this subclass
    • F27D99/0001—Heating elements or systems
    • F27D99/0006—Electric heating elements or system
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237—Structural braces with damping devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65H—HANDLING THIN OR FILAMENTARY MATERIAL, e.g. SHEETS, WEBS, CABLES
    • B65H81/00—Methods, apparatus, or devices for covering or wrapping cores by winding webs, tapes, or filamentary material, not otherwise provided for
    • B65H81/06—Covering or wrapping elongated cores
    • B65H81/08—Covering or wrapping elongated cores by feeding material obliquely to the axis of the core
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • 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
    • 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
    • E04G23/0225—Increasing or restoring the load-bearing capacity of building construction elements of circular building elements, e.g. by circular bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2292—Holders used for protection, repair or reinforcement of the post or pole
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F26—DRYING
    • F26B—DRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
    • F26B25/00—Details of general application not covered by group F26B21/00 or F26B23/00
    • F26B25/06—Chambers, containers, or receptacles
    • F26B25/066—Movable chambers, e.g. collapsible, demountable
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F26—DRYING
    • F26B—DRYING SOLID MATERIALS OR OBJECTS BY REMOVING LIQUID THEREFROM
    • F26B3/00—Drying solid materials or objects by processes involving the application of heat
    • F26B3/28—Drying solid materials or objects by processes involving the application of heat by radiation, e.g. from the sun
    • 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
    • E04G2023/0251—Increasing or restoring the load-bearing capacity of building construction elements by using fiber reinforced plastic elements
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F27—FURNACES; KILNS; OVENS; RETORTS
    • F27D—DETAILS OR ACCESSORIES OF FURNACES, KILNS, OVENS, OR RETORTS, IN SO FAR AS THEY ARE OF KINDS OCCURRING IN MORE THAN ONE KIND OF FURNACE
    • F27D99/00—Subject matter not provided for in other groups of this subclass
    • F27D99/0001—Heating elements or systems
    • F27D2099/0058—Means for heating the charge locally

Definitions

  • This invention relates to the reinforcement of fixed vertical columns, and, more particularly, to the seismic reinforcement of bridge columns and the like.
  • the external strengthening desirably provides an external jacket around the vertical column, so that the concrete is constrained against lateral failure even under severe loadings. Such strengthening can be performed either when the column is first built or as a retrofit of existing structures.
  • This invention provides an apparatus for reinforcing vertical support columns of the type found in highway construction, some building construction, and pier supports.
  • This approach provides an external constraining overlay whose structural properties can be controllably varied to a great extent by the selection of materials and fabrication technique.
  • the external overlay is formed of long, essentially continuous fibers embedded in a cured matrix, with the fibers oriented at a selectable angle to the column.
  • the continuous nature of the fibers is desired for maximum strength and containment.
  • the ability to control the angle of the reinforcement relative to the column allows engineering control of the mechanics of the containment.
  • a very small pitch angle such that the reinforcement is nearly hoop oriented, is desirable for many cases of seismic retrofit because it maximizes containment while minimizing vertical stiffening of the vertical column.
  • the reinforcement winding can be varied in thickness and can be tapered to eliminate stress concentrations.
  • the strength and ductility of the finished reinforced structure are high.
  • An apparatus according to the invention permits such reinforcement to be readily performed on even long, large-diameter vertical columns in a highly controlled, repeatable, and accurate manner.
  • the reinforcing is performed with a uniaxial prepreg material, rather than by wet layup. Consistency of the reinforcement is high and quality control is straightforward, with quality generally uniform and high due to the automated, robotic nature of the layup apparatus and the manufacture of the prepreg material under controlled factory conditions. The mess, variability due to workmanship, and health hazards associated with wet layup techniques are absent.
  • the composite material is cured at elevated temperature to a high strength. The process is environmentally sound, inasmuch as on-site emissions are relatively small.
  • an apparatus for reinforcing an external surface of a stationary vertical column with a reinforcing material comprises a supply of a reinforcing material, guide means for directing the reinforcing material from the supply onto the stationary vertical column, and winding means for moving the guide means in a spiral pattern relative to the stationary vertical column.
  • the winding means comprises a multipart structure that may be assembled around the vertical column and later disassembled to permit removal from around the vertical column.
  • a related method for reinforcing an external surface of a stationary vertical column with a reinforcing material comprises the steps of assembling a winding apparatus about the stationary vertical column, winding a plurality of layers of a reinforcing material onto the external surface of the vertical column, each layer having the reinforcing material in a spiral pattern, and disassembling the winding apparatus and removing it from the stationary vertical column.
  • the preferred reinforcing material is a composite material such as, but not limited to, graphite/epoxy.
  • the apparatus is ideally suited to the wrapping of tows of uncured graphite-epoxy prepreg material or graphite fibers around the vertical column in a spiral pattern.
  • the supply of reinforcing material comprises a plurality of spools of tows of a prepreg composite material or fiber material. The material is drawn from the spools as the winding occurs and is guided precisely into place. Care is taken to achieve a smooth placement of the tows onto the surface in a side-by-side fashion.
  • the apparatus further includes means for heating the reinforcing material wound onto the vertical column. This means for heating is applied after the winding operation is complete and the winding apparatus is disassembled from around the column. The heater is placed around the column and operated to cure the matrix portion of the curable composite material. Heating blankets, lamps, burner-type radiant heaters, or other suitable heating means can be used.
  • the present invention provides an important advance in the art of externally reinforcing large, stationary, vertical columns.
  • a column wrapping apparatus is transported to the site of a column in a disassembled form, where it is placed around the column and assembled by a small number of persons, typically three persons.
  • Column wrapping by movement of a controllable guide in a defined pattern occurs largely automatically and rapidly, leading to an economical processing.
  • the reinforcement can be tailored to any specific situation. For example, the spiral wrap angle and pitch of the reinforcement can be controlled as necessary. In some cases it may be desirable to have different thicknesses of reinforcement at the top and at the bottom of the column, different types of reinforcement within a single column, or different patterns of the reinforcement within a single column.
  • the reinforcement structure is custom fabricated on-site for each column, engineers may specify the reinforcement structure for each individual column without incurring substantial costs associated with long-lead-time ordering of reinforcement pieces and structures.
  • Sensors can be embedded in the reinforcement to allow monitoring of the reinforcement and the underlying vertical columns.
  • Figure 1 is an elevational view of a large, stationary, vertical support column for a bridge
  • Figure 2 is an elevational view from a first direction of an embodiment of the apparatus of the invention in place for wrapping reinforcement around a column;
  • Figure 3 is an elevational view of the apparatus of Figure 2 from a second direction
  • Figure 4 is a plan view of the apparatus of Figure 2;
  • Figure 5a is a plan view of the reinforcement guide arrangement used in the apparatus;
  • Figure 5b is a side view of a typical roller guide arrangement
  • Figure 6 is a schematic depiction of a controller used in the present approach
  • Figure 7 is an elevational view of a region of a column wrapped with a composite material
  • Figure 8 is an elevational view of a wrapped column with a heating blanket and insulation in position to cure the composite reinforcement
  • Figure 9 is a plan view of a wrapped column with a radiant heater to cure the composite reinforcement
  • Figure 10 is a block flow diagram for the method of the invention.
  • Figure 11 is a plan view of a base used in a second embodiment of the invention, in the open position permitting assembly to a vertical column;
  • Figure 12 is a plan view of the base of Figure 11, after assembly to the vertical column;
  • Figure 13 is a plan view of the base of Figure 12, in operation to wind the vertical column;
  • Figure 14 is an elevational view of one version of the vertical drive system
  • Figure 15 is an elevational view of a second version of the vertical drive system
  • Figure 16 is an elevational view of a third version of the vertical drive system.
  • Figure 17 is a schematic plan view of a column being wrapped with a dry reinforcing fiber to which a polymeric material is added during winding.
  • Figure 1 depicts a stationary vertical column 20 that rests upon footings placed into the ground 22.
  • the upper end of the vertical column 20 supports part of a bridge decking 24.
  • the present invention is to be used to retrofit the vertical column 20 with a plurality of layers of spirally wound reinforcing material.
  • the vertical column 20 is formed of concrete cast over a central steel structure (not visible).
  • the vertical column 20 may be of different sizes, depending upon the application. In a typical case, the vertical column 20 is about 1-1/2 to 8 feet in diameter and 8 to 80 feet in height.
  • FIGs 2, 3, and 4 present three views of one form of a winding apparatus 30 for winding spirally wrapped layers of a reinforcing material onto the vertical column 20.
  • the apparatus 30 includes a base 32 that is formed from two semicircular pieces 34 that can be assembled to form the annular base 32.
  • the two pieces 34 are usually transported as separate pieces and then assembled around the vertical column 20 at the work site.
  • Each of the pieces 34 has a flange 36 at its circumferentially opposite ends, and the pieces 34 are joined with bolts through the flanges 36.
  • the base 32 is supported on legs 37 whose lengths may be adjusted by the operation of jacks in order to level the base.
  • a rotary carriage 38 is supported on the base 32.
  • a first drive means is provided to drive the rotary carriage 38 in a circumferential direction around the base 32. Any operable drive means can be used.
  • the first drive means includes a first track 40 that extends around the lower surface of the base 32.
  • the outwardly facing radial surface of the rotary carriage 38 includes a cog wheel 42, shown in phantom view in Figure 2.
  • the cog wheel 42 engages the first track 40.
  • a first motor 44 controllably turns the cog wheel 42 to produce a rotary movement of the rotary carriage 38 in the circumferential direction 46, either in a clockwise or counterclockwise sense and at a speed which is selectable by the speed of the first motor 44.
  • a vertical mast 48 is mounted vertically to the rotary carriage 38.
  • the vertical mast 48 is preferably mounted so that it lies inside the inner diameter of the annular base 32.
  • the vertical mast 48 can extend as close to the ground and as high as necessary to permit reinforcement wrapping of all or a selected portion of the vertical column 20.
  • the vertical mast 48 is movable around the entire circumference of the base 32 by the corresponding movement of the rotary carriage 38 in the manner previously described.
  • a vertical carriage 50 is supported on the vertical mast 48.
  • a second drive means is provided to move the vertical carriage 50 either upwardly or downwardly along the vertical mast 48. Any operable drive means can be used.
  • the second drive means includes a second track 52 that extends along the side of the vertical mast 48 that faces inwardly toward the vertical column 20. The vertical carriage is engaged to the second track 52.
  • a chain or belt 54 extends between two support wheels 56, one at the top of the vertical mast 48 and the other at the bottom of the vertical mast 48.
  • a second motor 58 controUably turns one of the support wheels 56, the upper support wheel in the illustrated case, to controllably drive the vertical carriage 50 in the vertical direction, either upwardly or downwardly and at a speed which is selectable by the speed of the second motor 58.
  • the first motor 44 and the second motor 58 are operated with a fixed ratio of speeds, so as to maintain a selectable wrapping pitch to the reinforcing material as it is wrapped onto the column.
  • a supply 60 of a reinforcing material 61 is provided in the apparatus 30.
  • the supply 60 includes at least one rotatable spool 62 of the reinforcing material supported from the vertical mast 48 at a fixed vertical location.
  • the reinforcing material 61 is preferably tows of prepreg, curable composite material. Such tows are available commercially from various manufacturers. Briefly, the tows are bundles of reinforcing fibers impregnated with a curable polymeric matrix material.
  • a most preferred material is tows of carbon fibers with a heat-curable epoxy matrix material impregnated therein.
  • Other fiber types such as glass or aramid fibers, for example, may be used.
  • Other heat curable matrix materials such as phenolics, vinyl esters, and polyesters, for example, may also be used.
  • One advantage of the present approach is that it permits great flexibility in the selection of the reinforcing material.
  • a guide structure 64 is supported on the vertical carriage 50.
  • the guide structure 64 functions to direct the reinforcing material from the supply 60 onto the vertical column 20 in a generally tangential orientation as shown in Figure 4.
  • the guide structure 64 moves vertically according to the movement of the vertical carriage 50 and circumferentialry according to the movement of the rotary carriage 38.
  • FIG. 5a A preferred form of a guide structure 64 is illustrated in Figures 5a and 5b.
  • this guide structure 64 comprises a plurality of roller guides 66 and a guide tube 68 that orient the tows of reinforcing material to guide the moving tows from the supplies 60 to the column 20.
  • Each roller guide 66 includes a sufficient number of rollers to guide the tow of reinforcing material 61 in the desired direction.
  • a general form of the roller guide 66 is shown in Figure 5b.
  • the roller guide 66 includes at least one roller 66' oriented so that the reinforcing material 61 can pass over the roller 66'. In the general form of the roller guide 66 shown in Figure 5b, there are four rollers 66' so that guidance is provided whatever the orientation and position of the reinforcing material 61.
  • An end 69 of the guide tube 68 is located close to the surface of the vertical column 20, preferably within about 2 inches of the vertical column 20.
  • the combination of the roller guides 66 and their arrangement, and the closeness of the end 69 of the guide tube 68 to the vertical column 20, cooperate to cause the multiple tows of reinforcing material 61 to be wound in a closely adjacent fashion onto the surface of the vertical column 20. That is, in the illustrated embodiment six slightly flattened tows are simultaneously deposited onto the surface of the vertical column 20 in a side-by-side relation.
  • the slightly flattened carbon fiber/epoxy tows that are preferred are each about 0.11 inches wide, so that the total width of the ribbon that is deposited simultaneously from the six tows is about 0.68 inches wide.
  • the two pieces 34 of the base 32, the vertical mast 48, and the motor 44 are provided as separate pieces that can be readily assembled together about the vertical column 20.
  • the objective of this modular design is to minimize the maximum weight of any one of the pieces so that transportation and assembly can be readily accomplished by a small number of persons using a light crane.
  • a prototype of the apparatus 30 suitable for wrapping vertical columns up to 4 feet in diameter and 25 feet high had no single piece weighing more than 350 pounds. Transportation and assembly could therefore be accomplished by three persons using a light crane.
  • Figure 6 illustrates the control system for the apparatus 30, which is not complex.
  • the apparatus 30 produces a spirally wound reinforcement as illustrated in Figures 2 and 7.
  • the principal controlled parameters of interest are the upward or downward sense of the advance of the spiral, an advance angle A of the individual turns of the spiral with respect to the horizontal plane, shown in Figure 7, and the pitch P between the individual turns.
  • the pitch P is the center-to-center distance between the individual turns.
  • one control approach is to maintain a fixed speed ratio for the motors 44 and 58, so that the winding pitch is constant regardless of the winding speed.
  • the sense of the advance of the spiral is determined by the selection of the direction of movement of the vertical carriage 50 (up or down).
  • Figure 2 depicts a situation where a first layer of spirally wrapped reinforcement has been wrapped with the vertical carriage 50 moving upwardly. The vertical carriage reached the top of its travel and reversed to move downwardly. A second layer of spirally wrapped reinforcement is formed over the first layer, with the sense of advance downwardly (a negative angle A).
  • the direction of rotation of the rotary carriage 38 could also be changed between clockwise and counterclockwise, but normally this is not done.
  • the sense of rotation of the rotary carriage 38 is normally maintained the same throughout the entire wrapping operation for a vertical column.
  • the magnitude of the angle A is directly controlled through the relative vertical rate of movement of the vertical carriage 50 and the circular rate of movement of the rotary carriage 38.
  • the pitch P is determined by the absolute rate of vertical movement of the vertical carriage 50 and the diameter of the vertical column 20.
  • the sense of the spiral, the angle A, and the pitch P can therefore all be controlled by varying the rates of movement of the vertical carriage 50 and the rotary carriage 38. These rates of movement are directly controlled by the direction of movement of the motor 58 and the speeds of the motors 44 and 58.
  • a controller 70 can therefore be as non-complex as a reversing control for the motor 58 and a rheostat for each of the motors 44 and 58. However, if the controller 70 includes a microprocessor that controls both the direction of the motor 58 and the speeds of the motors 44 and 58, more precise control can be achieved in wrapping complex patterns.
  • Figure 7 shows an example of a column where a large angle A has been used at the bottom of the vertical column 20, and there has been a gradual transition to a small angle A at the top of the vertical column. If the pitch P is to remain constant, this change is accomplished by varying the speed of the motor 44.
  • a microprocessor can store various combinations of speeds in its memory, or compute them from geometrical relationships in order to achieve desired results.
  • the magnitude of advance angle A is no more than about 1 degree, and most preferably no more than about 0.5 degrees, from the horizontal, either positive or negative.
  • Angle A is exaggerated in Figure 7 for illustration.
  • the pitch P is made equal to the width of the ribbon of reinforcing material, about 0.90 inches in the preferred case, so that the adjacent turns are laid down in a side-by-side arrangement.
  • a sensor 72 can be imbedded between layers of the spirally wound reinforcing material, or between the concrete of the vertical column and the first layer. Care is taken to thread a sensor lead 74 of the sensor 72 between adjacent turns of the reinforcing material. Sensors such as optical fibers and magnetostrictive sensors can be embedded in this manner. Additionally, sensors such as strain gages or acoustic emission transducers can be placed onto d e exterior surface of the top layer of the reinforcing material.
  • the apparatus 30 is disassembled and removed from the vertical column 20.
  • the reinforcing material contains a curable component such as a curable epoxy matrix
  • the reinforcing material is heated in place on the vertical column to accomplish the curing.
  • Any operable heating means can be used that reaches d e required temperature. However, because the region to be heated is large, it is preferred to use as economical a heater as possible.
  • Figure 8 depicts an insulated heating blanket 76 that is wrapped overlying the vertical column 20.
  • Figure 9 shows another approach.
  • the vertical column 20 witib. its overwrap of reinforcing material 61 is surrounded by a gas heater 78.
  • the heater 78 includes an inner conductive wall 80, an outer insulative wall 82, and a space therebetween with gas jets 84.
  • An insulation layer 86 overlies the outer wall 82.
  • the gas jets 84 are operated to heat the inner wall 80 and thence the reinforcement 61.
  • d e temperature at the surface of the reinforcing fiber and the temperature at the surface of the vertical column are measured with thermocouples 88 and 90, respectively. Additional thermocouples are provided as desired.
  • the thermocouples provide a feedback of temperature information so that the heater temperature and time can be adjusted to achieve a proper curing cycle of the reinforcing material.
  • Figure 10 shows in block diagram form the preferred approach for reinforcing the external surface of me vertical column 20.
  • the external surface of the column is first treated, numeral 100, as necessary.
  • the external surface is covered with a polymer film, numeral 100, which acts much like a primer.
  • the polymer film is preferred because it seals the reinforcement against water vapor emitted from the concrete of the column when the concrete heats, and also from dust and dirt.
  • the polymer film is painted onto the surface of me vertical column 20 prior to assembly of the apparatus 30 and allowed to dry according to the instructions for the product.
  • die polymer film is formed by painting onto the external surface a sufficient amount of liquid two-component curable urethane polymer to form a thickness of about 0.10 inches upon drying. Drying requires a time of about 1 hour.
  • the vertical column is cleaned, patched, or otherwise repaired as to any surface defects or problems tiiat might interfere with the wrapping operation.
  • the apparatus 30 is assembled around the vertical column 20, numeral 102.
  • the spirally wound layers of reinforcing material are wrapped in the manner previously discussed, numeral 104. Sensors are wrapped into place as desired.
  • the apparatus is disassembled and removed, numeral 106.
  • the heating means is assembled over the uncured reinforcement material, and the layers are heated to cure die curable component according to the manufacturer's specifications for the curing, numeral 108.
  • the curing is accomplished by heating to a temperature of about 180-400°F over a period of about 1 hour, soaking at that temperature for about 3 hours, and men allowing die reinforcing material to cool with die heating means in place.
  • the thermocouples are used to assess the heating of the reinforcing material.
  • the preferred finish coat is a two-component urethane polymer available as Ultracoat 2000 finish polymer, which is applied by painting a layer and permitting it to dry at ambient temperature.
  • a prototype apparatus 30 has been constructed and used to wrap a number of vertical columns. Seven 0.4 scale vertical columns, each 8-12 feet tall and made of steel-reinforced concrete, were wrapped with carbon-prepreg tows. Five full-size columns, each 25-30 feet tall and 4 feet in diameter, were wrapped witii carbon-prepreg tows. The carbon composite jacket was cured in-situ on the columns. Some of the retrofitted columns were tested to failure under simulated seismic loads. The tests showed witii predictable structural performance that appropriately designed and installed carbon jackets can provide the same or a better level of seismic protection as conventional steel jackets, witii significant improvement in terms of speed of application and quaJity control, due to d e fully automated installation process.
  • FIG. 11-14 An apparatus 200 for achieving increased winding speeds is illustrated in Figures 11-14.
  • the apparatus 200 utilizes many of the same features and components as the apparatus 30, and d e description of the apparatus 30 is incorporated to die extent applicable. The following discussion will focus on the different aspects of the apparatus 200.
  • the apparatus 200 includes a base 202.
  • the base is preferably formed of two semicircular sections that are hinged togedier for easy positioning over the column 20 (Figure 11), assembly together by closing about the column 20 ( Figure 12), and later disassembly after die wrapping is complete.
  • the base 202 supports a rotary carriage 204 that can rotate circumferentially on the base 202, as seen in Figure 13.
  • a supply 206 of a reinforcing material is supported on die rotary carriage 204.
  • the supply 206 includes a plurahty of creels 208 extending vertically upwardly from the rotary carriage 204 and a plurality of bobbins 210 of reinforcing material supported on the creels, one bobbin on each creel.
  • creels and bobbins are preferably at least 12, and desirably more, creels and bobbins, arranged so that the reinforcement dispensed from each bobbin is laid down in a side-by-side arrangement.
  • the wrapping of a large column can be completed by the apparatus 200 in about 1/25 of the time required by the apparatus 30.
  • a first drive system 212 drives the rotary carriage 204 in the circumferential direction on the base 202.
  • the first drive system 212 is generally similar to that of the apparatus 30, including a variable-speed motor 214 and a linkage such as a chain 216 or belt (or gears) to the rotary carriage 204.
  • the reinforcement 218 is guided from the bobbins to die column 20 by roller guides 220, only one set of which are shown in Figure 13.
  • the apparatus 200 with the indicated placement of the creels 208 and bobbins 210 requires only two roller guides 220 per creel and bobbin, while a larger number is required for each bobbin of the apparatus 30.
  • the reduction in the number of roller guides reduces die potential for damage to the reinforcement and reduces die maintenance of the apparatus 200.
  • the base 202 is moved vertically along the column 20 by a second drive system 222. Moving the entire base 202, with the bobbins 210 supported thereon, results in a relatively short, unvarying distance between the bobbins 210 and the column 20.
  • Figures 14-16 illustrate three forms of the second drive system 222, and any odier operable second drive system can be used as well.
  • a four-post scaffold 224 is erected around the column 20.
  • the total height of these commercially available scaffold systems is easily varied by adding modular sections in an erector-set manner.
  • a chain or belt drive 226 extends between a top pulley 228 and a bottom pulley 230 of each of the posts of the scaffold 224, and die distance between d e pulleys 228 and 230 can be increased by adding modular sections to the posts.
  • the base 202 is attached to the four chain drives 226, and is raised and lowered by die action of a vertical drive motor (not shown).
  • Figure 15 illustrates a self-contained climbing mechanism 232 that is supported on the vertical column 20, so that no connection witii the ground is required.
  • This mechanism 232 is particularly useful where the ground is uneven or the foot of d e vertical column is underwater, as in the case of a piling, and in space-restricted areas such as in buildings and parking structures.
  • the mechanism 232 includes two independent sets of pneumatic, electric, or hydrauUc pistons 234.
  • One set includes four pistons 234a that face inwardly toward die column 20.
  • the other set includes four pistons 234b that face inwardly toward the column 20, and four pistons 236 that connect between the support structure of the pistons 234a and the base 202.
  • Movement is accomplished by forcing the pistons of one of the sets of pistons 234, say the pistons 234a against the column 20, and tiien retracting the pistons 234b.
  • the vertical pistons 236 are retracted togetiier in a coordinated fashion to raise the base 202.
  • the pistons 234b are clamped against the column, the pistons 234a are retracted, and die pistons 236 are extended to move die pistons 234a upwardly.
  • the pistons 234a are forced against the column 20, and the process repeats.
  • a mobile lift 238 is used in die embodiment of die second drive system 22 of Figure 16.
  • the base 202 is supported by a boom 240 mounted to a turret 242 of the mobile lift 238. Coordinated movements of me boom 240 and die turret 242 permit the base 202 to be moved upwardly and downwardly while retaining its horizontal orientation, as depicted by die several superimposed illustrations of Figure 16.
  • This approach has die advantage of allowing a very fast erection of the apparatus 200 at locations where there is good vehicle access to the bottom of the column 20.
  • the movements of the first drive system 212 and the second drive system 222 are coordinated and controlled by a computer control system like that illustrated and discussed in relation to Figure 6.
  • the computer can control any of the types of motors and drives discussed herein, and produce various wrapping angles and densities as discussed previously.
  • the reinforcement 218 has been described as a prepreg composite material mat is cured after wrapping. That approach is useful with the apparatus 30 and d e apparatus 200.
  • the reinforcement wrapped around die column 20 can be "dry" fiber which is not furnished embedded in curable polymeric material.
  • the dry fiber is typically furnished in bundles or tows of fibers.
  • the dry fiber is wrapped around the column using me apparatus 30 or apparatus 200.
  • a curable polymeric resin or a non-organic coating can be added to the upper surface of die dry fiber wrap and cured or dried in place.
  • the curable polymeric material is supplied at d e point where the reinforcement 218 contacts to the column 20.
  • the curable polymeric material which typically has a viscosity like mat of a syrup, is supplied by nozzles 244 positioned closely to the point where the reinforcement contacts the column.
  • die nozzle 244a directs liquid polymer into die bite of the acute angle between die reinforcement and die column
  • the nozzle 244b directs liquid polymer onto the top surface of the as-deposited reinforcement fiber.
  • the polymer is thereafter cured in the manner discussed previously.
  • the preferred embodiments of me invention have been described in terms of a retrofit to an existing column, but it has equal apphcability to the initial fabrication of the column.

Abstract

La présente invention concerne un dispositif (30) permettant de consolider à l'aide d'un matériau de consolidation (61) la surface externe d'un pilier vertical fixe (20) et constitué d'une source d'alimentation (60) en matériau de consolidation (61) et d'un guide (62) qui dirige le matériau de consolidation (61) de la source d'alimentation (60) vers le pilier vertical fixe (20). Un enrouleur (30) déplace le guide (62) selon un mouvement de spirale autour du pilier vertical fixe (20), enroulant ainsi sur le pilier vertical (20) des couches spiralées de matériau de consolidation (61). L'enrouleur (30) est réalisé en une structure à plusieurs pièces qui s'assemble autour du pilier vertical (20) puis se démonte pour être retiré du pilier vertical (20). Selon une réalisation, le matériau de consolidation (61) est constitué de filaments de substance composite durcissable enroulés autour du pilier vertical (20) puis durcis sur place une fois que l'enrouleur (30) a été retiré.
PCT/US1995/009489 1994-08-01 1995-08-01 Dispositif et procede de consolidation de piliers verticaux WO1996004197A1 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
AU32019/95A AU3201995A (en) 1994-08-01 1995-08-01 Apparatus and method for reinforcing vertical columns
KR1019970700687A KR970704620A (ko) 1994-08-01 1995-08-01 교각의 보강 방법과 장치(apparatus and method for reinforcing a stationary vertical column)
EP95928158A EP0773904A4 (fr) 1994-08-01 1995-08-01 Dispositif et procede de consolidation de piliers verticaux
JP8506611A JPH10504002A (ja) 1994-08-01 1995-08-01 定置垂直支柱を補強するための装置及び方法

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
US08/284,155 1994-08-01
US08/284,155 US5680739A (en) 1994-08-01 1994-08-01 Apparatus and method for reinforcing a stationary vertical column
US48602395A 1995-06-07 1995-06-07
US08/486,023 1995-06-07

Publications (1)

Publication Number Publication Date
WO1996004197A1 true WO1996004197A1 (fr) 1996-02-15

Family

ID=26962439

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US1995/009489 WO1996004197A1 (fr) 1994-08-01 1995-08-01 Dispositif et procede de consolidation de piliers verticaux

Country Status (7)

Country Link
EP (1) EP0773904A4 (fr)
JP (1) JPH10504002A (fr)
KR (1) KR970704620A (fr)
CN (1) CN1164846A (fr)
AU (1) AU3201995A (fr)
CA (1) CA2196313A1 (fr)
WO (1) WO1996004197A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2859264B1 (fr) 2012-06-08 2017-07-26 3X Engineering Dispositif et procédé de réparation d'un corps longiligne

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4213126B2 (ja) * 2005-01-17 2009-01-21 吉野産業株式会社 建造物の支柱構造
CN103526951B (zh) * 2013-11-07 2015-09-16 湖南大学 粘板加固钢筋混凝土受弯构件的设备及施工方法
CN111128480B (zh) * 2019-11-29 2021-07-27 汪逸凡 一种电缆防护层缠绕机器人
CN111827142A (zh) * 2020-07-09 2020-10-27 李庆磊 一种用于建筑施工的桥梁加固结构台
CN114165072B (zh) * 2021-12-31 2023-02-17 余世好 一种底部框架柱震损房屋建筑的修复装置及方法

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1883401A (en) * 1930-02-08 1932-10-18 Johns Manville Pipe wrapping apparatus
US4077828A (en) * 1976-09-29 1978-03-07 Ab Gustavsberg Machine for manufacturing reinforced tubes
US4619346A (en) * 1983-07-11 1986-10-28 Comabi S.A. Elevator-type work platform
US4659033A (en) * 1983-06-14 1987-04-21 Preload Concrete Structures, Inc. Apparatus for prestressing concrete structures or the like
US4786341A (en) * 1986-04-15 1988-11-22 Mitsubishi Chemical Industries Limited Method for manufacturing concrete structure
US4878984A (en) * 1985-05-28 1989-11-07 Manufacture D'appareillage Electrique De Cahors Apparatus for forming a filament-wound structure on a cylindrical pole
US5133510A (en) * 1990-05-14 1992-07-28 Vsl Corporation Column wire winding apparatus
US5326410A (en) * 1993-03-25 1994-07-05 Timber Products, Inc. Method for reinforcing structural supports and reinforced structural supports

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1883401A (en) * 1930-02-08 1932-10-18 Johns Manville Pipe wrapping apparatus
US4077828A (en) * 1976-09-29 1978-03-07 Ab Gustavsberg Machine for manufacturing reinforced tubes
US4659033A (en) * 1983-06-14 1987-04-21 Preload Concrete Structures, Inc. Apparatus for prestressing concrete structures or the like
US4619346A (en) * 1983-07-11 1986-10-28 Comabi S.A. Elevator-type work platform
US4878984A (en) * 1985-05-28 1989-11-07 Manufacture D'appareillage Electrique De Cahors Apparatus for forming a filament-wound structure on a cylindrical pole
US4786341A (en) * 1986-04-15 1988-11-22 Mitsubishi Chemical Industries Limited Method for manufacturing concrete structure
US5133510A (en) * 1990-05-14 1992-07-28 Vsl Corporation Column wire winding apparatus
US5326410A (en) * 1993-03-25 1994-07-05 Timber Products, Inc. Method for reinforcing structural supports and reinforced structural supports

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP0773904A4 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2859264B1 (fr) 2012-06-08 2017-07-26 3X Engineering Dispositif et procédé de réparation d'un corps longiligne

Also Published As

Publication number Publication date
EP0773904A4 (fr) 1998-05-13
CN1164846A (zh) 1997-11-12
JPH10504002A (ja) 1998-04-14
EP0773904A1 (fr) 1997-05-21
KR970704620A (ko) 1997-09-06
AU3201995A (en) 1996-03-04
CA2196313A1 (fr) 1996-02-15

Similar Documents

Publication Publication Date Title
US5694734A (en) Curing of filament wound columns using a radiant heater
WO1997022763A9 (fr) Polymerisation de colonnes entourees de filaments a l'aide d'un radiateur rayonnant
US5680739A (en) Apparatus and method for reinforcing a stationary vertical column
US5505030A (en) Composite reinforced structures
US5881530A (en) Method and apparatus for constructing prestressed structures utilizing a membrane and floating dome assembly
CN109812044B (zh) 一种混凝土柱防腐加固缠绕装置
WO1996004197A1 (fr) Dispositif et procede de consolidation de piliers verticaux
KR20220046238A (ko) 강화매트 접착 모듈 및 이를 포함하는 배관 접합 로봇
JPH06500849A (ja) 加圧流体を収容するまたは収容することを意図した配管系または容器の一部をその場所で修理または再生するための方法およびその方法を実施するための装置
KR102443178B1 (ko) 가압 모듈 및 이를 포함하는 배관 접합 로봇
US3524780A (en) Process for the on-site fabrication of a large capacity fiber reinforced resin tank
CN110792079B (zh) 一种超高强预应力混凝土管桩制作工艺
US3470656A (en) On-site fabricated glass reinforced resin storage tank
US4069283A (en) Method of curing and protecting a concrete column
KR102452487B1 (ko) 퍼티 도포 모듈 및 이를 포함하는 배관 접합 로봇
CA2455536C (fr) Methode et appareil pour plier des tuyaux renforces de composites
KR102141689B1 (ko) 관거 보수보강 튜브 와인딩식 제조를 위한 내측 튜브 자동 적재 유닛과 관거 보수보강 튜브 와인딩식 제조 장치 및 방법
US3537938A (en) Apparatus for fabricating a large capacity cylindrically shaped tank of fiber reinforced resin
SE421052B (sv) Anleggning for framstellning av ror av armerad betong
Cercone et al. Putting the wraps on quakes
CA2402630A1 (fr) Procede de fabrication d'elements en beton renforce par des fibres de carbone et dispositif pour sa fabrication
JP2001152676A (ja) 耐震補強方法
JP2000265680A (ja) 耐震補強方法
KR102443167B1 (ko) 배관 접합 로봇
JPH0921229A (ja) 円筒状構造物への長繊維巻き付け作業装置

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 95194911.X

Country of ref document: CN

AK Designated states

Kind code of ref document: A1

Designated state(s): AU BR CA CN JP KR MX

AL Designated countries for regional patents

Kind code of ref document: A1

Designated state(s): AT BE CH DE DK ES FR GB GR IE IT LU MC NL PT SE

121 Ep: the epo has been informed by wipo that ep was designated in this application
DFPE Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101)
WWE Wipo information: entry into national phase

Ref document number: 2196313

Country of ref document: CA

WWE Wipo information: entry into national phase

Ref document number: 1995928158

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 1019970700687

Country of ref document: KR

WWP Wipo information: published in national office

Ref document number: 1995928158

Country of ref document: EP

WWP Wipo information: published in national office

Ref document number: 1019970700687

Country of ref document: KR

WWW Wipo information: withdrawn in national office

Ref document number: 1995928158

Country of ref document: EP

WWR Wipo information: refused in national office

Ref document number: 1019970700687

Country of ref document: KR