US2834198A - Sealing strip - Google Patents

Sealing strip Download PDF

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US2834198A
US2834198A US647704A US64770457A US2834198A US 2834198 A US2834198 A US 2834198A US 647704 A US647704 A US 647704A US 64770457 A US64770457 A US 64770457A US 2834198 A US2834198 A US 2834198A
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strip
arms
sealing strip
bulkhead
concrete
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US647704A
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James E Goodman
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • E04B1/68Sealings of joints, e.g. expansion joints
    • E04B1/6806Waterstops
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10STECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10S425/00Plastic article or earthenware shaping or treating: apparatus
    • Y10S425/044Rubber mold

Definitions

  • This invention relates to a sealing strip, of the type commonly known as a waterstop, and the invention is specifically concerned with a sealing strip which, when viewed in transverse cross section, is bifurcated in a direction extending parallel to the width of the strip (i. e. the bifurcation extends transversely to the thickness of the strip).
  • the strip When using a sealing strip of the type referred to above, the strip is secured to a board forming a bulkhead of a mold in which a concrete slab or form is to be cast, by spreading the arms of the strip formed by the bifurcation and securing them to the bulkhead by means of nails.
  • the nails are driven in to the bulkhead to an extent sufficient to locate the sealing strip in position, and the heads of the nails are left extending clear of the strip so that they can be surrounded by fluid concrete.
  • the sealing strip and the heads of the nails become embedded in the concrete as it sets.
  • the bulkhead is then detached from the nails, and the arms of the sealing strip are manually removed from the nails and moved towards each other for the arms to lie adjacent each other.
  • the nails are thus left extending from the surface of the slab or form, and can be used for locating a caulking strip or the extending ends can be removed.
  • the sealing strip is provided with longitudinally extending flutes or headings which become anchored in the cement as it solidifies so that-the waterstop will not pull out of its cavity in the event of the adjacent slabs shrinking during the initial hardening of the cement, or due to a drop in temperature. If, however, the arms of the strip are not secured together prior to casting of the said further slab or form, there is a very great tendency for air pockets to form between them, which pockets do not become filled with fluid cement. The pockets form a serious hazard to the formation of a satisfactory watertight joint, for, as the temperature of the slabs or forms decreases, the arms, despite the flutes or beading break away from the surrounding concrete adjacent the pockets and form paths which permit the ingress of water.
  • An object of the invention is to provide a sealing strip of the kind above described, in which the need for stapling the arms is obviated.
  • a further object of the invention is to provide a sealing strip of the kind above described, which can easily and conveniently be manufactured by extrusion molding Further objects and advantages of the invention will be apparent from a study of the following specification I corresponding dovetail groove 16 formed "arm 14, the dovetail ings, in which:
  • Figure 1 is a perspective view showing the transverse cross section of a length of sealing strip according to the invention
  • Figure 2 is a sectional plan view of the sealing strip when positioned in a mold and surrounded by cement;
  • Figure '3 is a view corresponding to Figure 2, but showing the bulkhead and mold boards removed and the arms of the sealing strip secured together;
  • Figure 4 is a view corresponding to Figure 3, showing another concrete form in the process of being cast in end-to-end relationship with the one shown in Figure 3.
  • the sealing strip 10 is longitudinally fluted as is indicated at 11 and is bifurcated for the major portion of its width, as is indicated at 12, to form two arms 13, 14.
  • the sealing strip is of slightly greater thickness at its ends than it is at its central portion.
  • the sealing strip is preferably formed as an extrusion molding from polyvinyl chloride, or it may be formed from, for example, natural or synthetic rubber, or from a suitable synthetic resin.
  • the arm 13 has a dovetail 15 formed integrally with its surface adjacent the arm 14 which can be received in a integrally in the 15 when received in the groove 16 securing the arms 13 and 14 together.
  • the term integrally is used herein and in the appended claims to denote that the respective members are formed in one fuse as opposed to being formed separately and then attached to each other.
  • the arms 13, 14 are separated so that they lie substantially in a straight line with the remainder of the sealing strip extending substantially normal to them, and the strip is secured in that condition to a bulkhead 18 which is to form the end wall of a mold in conjunc tion with mold boards 19, 20, as is shown in the Figure 2.
  • the strip is secured to the bulkhead 18 by means of nails 21 with the heads of the nails extending clear of the arms in such a manner that the strip is secured sufficiently rigidly to allow the mold to be assembled Without the sealing strip breaking loose from the bulkhead.
  • the adhesion between the concrete and the sealing strip coupled with the taper of the strip prevents the sealing strip from being pulled out of the concrete, the nails 21 during this procedure being pulled out of the bulkhead and remaining extending from the surface of the slab or form.
  • the nails can be used, if desired, for locating caulking strips (not shown), or the extending ends of the nails can be nipped off or left in situ.
  • the arm 13 is provided with a flange 13a, which, when the sealing strip is secured to the bulkhead 18, will mask the recess formed by the bulkhead, the dovetail 15, and the arm 13, thus preventing the arm 13 from being keyed into the concrete.
  • the lip 13a lies beyond the end of the arm 14.
  • the arms 13, 14 are moved towards each other, and pressure is applied to them to force the dovetail 15 into the dovetail groove 16, as is shown in Figure 3.
  • This can be done manually by pressing the dovetail 15 into the groove, or can be done, for example, by means of a pair of pinch rollers which are traversed along the length of the strip, the rollers being resiliently biased towards each other.
  • the arms 13, 14 are thus easily and quickly secured together by the interengagement of the dovetail and groove in such a manner that there is little chance of air pockets of any consequence forming or being formed be- 3 tween the two arms, thus avoiding the disadvantages above mentioned.
  • Means for use as a waterstop between adjacent surfaces of concrete slabs or forms including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and complementary male and female formations integral with the arms and positioned for the formations to interlock when the arms are brought together for the arms to be in substantially parallel relationship.
  • Means for use asa waterstop between adjacent surfaces of concrete slabs or forms including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and complementary male and female formations integral with the arms and arranged in at least one line parallel to and spaced from the junction of the arms, the said formations being posi tioned for them to interlock when the arms are brought together for the arms to lie in substantially parallel relationship.
  • Means for use as a waterstop between adjacent surfaces of concrete slabs or forms including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, at least one female formation integral with one of the arms and extending the full length of the strip, and at least one male formation integral with the other arm and extending the full length of the strip, the male formation being positioned for it to be entered into the female formation when the arms are brought together for the arms to be in substantially parallel relationship, the male and female formations providing interlocking elements of a separable fastener.
  • Means for use as a waterstop between adjacent surfaces of concrete slabs or forms including a strip formed from a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the directioii of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and a dovetail extending longitudinally of the strip and integral with one of the arms which can be received in a complementary dovetail groove in an adjacent surface of the other of the arms, the dovetail, when enteredin'to the dovetail groove, securing the arms together at a point remote from their common junction.
  • Means for use as a waterstop between adjacent surfaces of concrete slabs or forms including a strip formed from a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least relative to each other for them to lie substantially in a common plane, at least one rib formed integrally with one of the arms and extending the full length of the strip, and at least one flange formed integrally with the other arm of the strip and extending the full length of the strip, the rib of the one arm being positioned for it to interlock with the flange of the other arm to interconnect the arms when the arms are moved towards each other to lie in sub stantially parallel relationship.

Description

J. E. GOODMAN SEALING STRIP May 13, 1958 Filed March 21, 1957 INVENTOR. J: .GOODMAN Arrowevs.
United States Patent SEALING STRIP James E. Goodman, Toronto, Ontario, Canada Application March 21, 1957, Serial No. 647,704 Claims. (Cl. 72106) This invention relates to a sealing strip, of the type commonly known as a waterstop, and the invention is specifically concerned with a sealing strip which, when viewed in transverse cross section, is bifurcated in a direction extending parallel to the width of the strip (i. e. the bifurcation extends transversely to the thickness of the strip).
When using a sealing strip of the type referred to above, the strip is secured to a board forming a bulkhead of a mold in which a concrete slab or form is to be cast, by spreading the arms of the strip formed by the bifurcation and securing them to the bulkhead by means of nails. The nails are driven in to the bulkhead to an extent sufficient to locate the sealing strip in position, and the heads of the nails are left extending clear of the strip so that they can be surrounded by fluid concrete.
When concrete in a fluid state is poured into the mold, the sealing strip and the heads of the nails become embedded in the concrete as it sets. The bulkhead is then detached from the nails, and the arms of the sealing strip are manually removed from the nails and moved towards each other for the arms to lie adjacent each other. The nails are thus left extending from the surface of the slab or form, and can be used for locating a caulking strip or the extending ends can be removed.
Further mold boards are then set up at the end of the previously cast slab or form, and a further slab or form is cast in edge-to-edge relationship with the previous one.
The sealing strip is provided with longitudinally extending flutes or headings which become anchored in the cement as it solidifies so that-the waterstop will not pull out of its cavity in the event of the adjacent slabs shrinking during the initial hardening of the cement, or due to a drop in temperature. If, however, the arms of the strip are not secured together prior to casting of the said further slab or form, there is a very great tendency for air pockets to form between them, which pockets do not become filled with fluid cement. The pockets form a serious hazard to the formation of a satisfactory watertight joint, for, as the temperature of the slabs or forms decreases, the arms, despite the flutes or beading break away from the surrounding concrete adjacent the pockets and form paths which permit the ingress of water.
To overcome this disadvantage, it has been necessary, after the bulkhead has been removed and the arms have moved towards each other, to staple the arms together in order to prevent the formation of the aforementioned pockets. This is a time consuming operation as the staples have to be applied at frequent intervals and long lengths of sealing strip may have to be treated,
An object of the invention is to provide a sealing strip of the kind above described, in which the need for stapling the arms is obviated.
A further object of the invention is to provide a sealing strip of the kind above described, which can easily and conveniently be manufactured by extrusion molding Further objects and advantages of the invention will be apparent from a study of the following specification I corresponding dovetail groove 16 formed "arm 14, the dovetail ings, in which:
Figure 1 is a perspective view showing the transverse cross section of a length of sealing strip according to the invention;
Figure 2 is a sectional plan view of the sealing strip when positioned in a mold and surrounded by cement;
Figure '3 is a view corresponding to Figure 2, but showing the bulkhead and mold boards removed and the arms of the sealing strip secured together; and,
Figure 4 is a view corresponding to Figure 3, showing another concrete form in the process of being cast in end-to-end relationship with the one shown in Figure 3.
Referring firstly to Figure 1, the sealing strip 10 is longitudinally fluted as is indicated at 11 and is bifurcated for the major portion of its width, as is indicated at 12, to form two arms 13, 14. As will be seen from the drawings the sealing strip is of slightly greater thickness at its ends than it is at its central portion.
The sealing strip is preferably formed as an extrusion molding from polyvinyl chloride, or it may be formed from, for example, natural or synthetic rubber, or from a suitable synthetic resin.
The arm 13 has a dovetail 15 formed integrally with its surface adjacent the arm 14 which can be received in a integrally in the 15 when received in the groove 16 securing the arms 13 and 14 together. The term integrally is used herein and in the appended claims to denote that the respective members are formed in one fuse as opposed to being formed separately and then attached to each other. Y
In use, the arms 13, 14 are separated so that they lie substantially in a straight line with the remainder of the sealing strip extending substantially normal to them, and the strip is secured in that condition to a bulkhead 18 which is to form the end wall of a mold in conjunc tion with mold boards 19, 20, as is shown in the Figure 2.
The strip is secured to the bulkhead 18 by means of nails 21 with the heads of the nails extending clear of the arms in such a manner that the strip is secured sufficiently rigidly to allow the mold to be assembled Without the sealing strip breaking loose from the bulkhead. When the bulkhead 18 is removed after fluid concrete, indicated by 22, has been poured-into the mold and allowed to set, the adhesion between the concrete and the sealing strip coupled with the taper of the strip prevents the sealing strip from being pulled out of the concrete, the nails 21 during this procedure being pulled out of the bulkhead and remaining extending from the surface of the slab or form. The nails can be used, if desired, for locating caulking strips (not shown), or the extending ends of the nails can be nipped off or left in situ.
The arm 13 is provided with a flange 13a, which, when the sealing strip is secured to the bulkhead 18, will mask the recess formed by the bulkhead, the dovetail 15, and the arm 13, thus preventing the arm 13 from being keyed into the concrete. As will be seen from Figure 3, when the arms 13 and 14 are brought together, the lip 13a lies beyond the end of the arm 14.
After the bulkhead 18 has been removed, the arms 13, 14 are moved towards each other, and pressure is applied to them to force the dovetail 15 into the dovetail groove 16, as is shown in Figure 3. This can be done manually by pressing the dovetail 15 into the groove, or can be done, for example, by means of a pair of pinch rollers which are traversed along the length of the strip, the rollers being resiliently biased towards each other.
The arms 13, 14 are thus easily and quickly secured together by the interengagement of the dovetail and groove in such a manner that there is little chance of air pockets of any consequence forming or being formed be- 3 tween the two arms, thus avoiding the disadvantages above mentioned.
Further mold boards 23, 24 are then set up in end-toend-relationsh ip with the previously formed slab,- as is shown in Figure 4, and a further slab 25 is cast by pouring fluid concrete into the mold so that it surrounds the extending portions of the arms 13, 14.
What I claim as my invention is:
1. Means for use as a waterstop between adjacent surfaces of concrete slabs or forms, including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and complementary male and female formations integral with the arms and positioned for the formations to interlock when the arms are brought together for the arms to be in substantially parallel relationship.
2. Means for use asa waterstop between adjacent surfaces of concrete slabs or forms, including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and complementary male and female formations integral with the arms and arranged in at least one line parallel to and spaced from the junction of the arms, the said formations being posi tioned for them to interlock when the arms are brought together for the arms to lie in substantially parallel relationship.
3. Means for use as a waterstop between adjacent surfaces of concrete slabs or forms, including a strip of a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, at least one female formation integral with one of the arms and extending the full length of the strip, and at least one male formation integral with the other arm and extending the full length of the strip, the male formation being positioned for it to be entered into the female formation when the arms are brought together for the arms to be in substantially parallel relationship, the male and female formations providing interlocking elements of a separable fastener.
4. Means for use as a waterstop between adjacent surfaces of concrete slabs or forms, including a strip formed from a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the directioii of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least 180 relative to each other for them to lie substantially in a common plane, and a dovetail extending longitudinally of the strip and integral with one of the arms which can be received in a complementary dovetail groove in an adjacent surface of the other of the arms, the dovetail, when enteredin'to the dovetail groove, securing the arms together at a point remote from their common junction.
5. Means for use as a waterstop between adjacent surfaces of concrete slabs or forms, including a strip formed from a material which is flexible and elastic, the strip, when viewed in transverse cross section, being bifurcated throughout its length in the direction of the width of the strip and transverse to the thickness thereof to an extent enabling the arms formed by the bifurcation to be flexed through at least relative to each other for them to lie substantially in a common plane, at least one rib formed integrally with one of the arms and extending the full length of the strip, and at least one flange formed integrally with the other arm of the strip and extending the full length of the strip, the rib of the one arm being positioned for it to interlock with the flange of the other arm to interconnect the arms when the arms are moved towards each other to lie in sub stantially parallel relationship.
References Cited in the file of this patent UNITED STATES PATENTS 2,144,815 Robertson Jan. 24, 19159" 2,431,104 Bright Nov. 18', 1 947 FOREIGN PATENTS 646,268 Great Britain 1950 1,074,307 France Mar. 31,1954
715,045 Great Britain Sept. 8, 1954
US647704A 1957-03-21 1957-03-21 Sealing strip Expired - Lifetime US2834198A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3060817A (en) * 1958-03-12 1962-10-30 Daum Josef Mass structures comprising joint-filling means
US3114219A (en) * 1961-04-24 1963-12-17 Detroit Macoid Corp Waterstop
US3136022A (en) * 1960-12-12 1964-06-09 Rotuba Extruders Inc Joint forming device
US3172237A (en) * 1960-04-25 1965-03-09 Detroit Macoid Corp Waterstop with provision for flexing
US3219307A (en) * 1961-09-20 1965-11-23 Leeds Sweete Products Inc Multi-part mold
US3276209A (en) * 1962-09-25 1966-10-04 Daryl R Mosdell Floating marine structure
US3465532A (en) * 1967-12-29 1969-09-09 Robertson L Belden Concrete pile and joint
US3796054A (en) * 1971-12-14 1974-03-12 U Piccagli Method for the construction of impermeable walls
US3871787A (en) * 1973-10-30 1975-03-18 William James Stegmeier Joint structure for concrete materials and the like
US4740404A (en) * 1985-10-07 1988-04-26 C. I. Kasei, Co. Ltd. Waterstop
US4982538A (en) * 1987-08-07 1991-01-08 Horstketter Eugene A Concrete panels, concrete decks, parts thereof, and apparatus and methods for their fabrication and use
USD811124S1 (en) * 2015-08-20 2018-02-27 Tser Wen Chou Bracket for decorative frame for a window curtain rail
US11035117B2 (en) * 2019-04-19 2021-06-15 Bernard McNamara Waterstop with dynamic-sealing hydrophilic thermoplastic expansible soft flanges
US20220195719A1 (en) * 2019-04-30 2022-06-23 Trelleborg Ridderkerk B.V. Watertight joint and method of installing a watertight joint

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2144815A (en) * 1936-09-28 1939-01-24 Translode Joint Company Longitudinal or center joint and method of road widening
US2431104A (en) * 1946-03-25 1947-11-18 Bright Elizabeth Borda Metal tie
GB646268A (en) * 1948-09-28 1950-11-15 Duratube & Wire Ltd Improvements in or relating to the jointing of adjacent sections of concrete, cement, stone, asphalt and like constructions
GB715045A (en) * 1951-09-05 1954-09-08 Leroy Francis Harza Improvements in water seals for concrete joints in building structures
FR1074507A (en) * 1952-05-07 1954-10-06 Improvements to vial closure caps with seal

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2144815A (en) * 1936-09-28 1939-01-24 Translode Joint Company Longitudinal or center joint and method of road widening
US2431104A (en) * 1946-03-25 1947-11-18 Bright Elizabeth Borda Metal tie
GB646268A (en) * 1948-09-28 1950-11-15 Duratube & Wire Ltd Improvements in or relating to the jointing of adjacent sections of concrete, cement, stone, asphalt and like constructions
GB715045A (en) * 1951-09-05 1954-09-08 Leroy Francis Harza Improvements in water seals for concrete joints in building structures
FR1074507A (en) * 1952-05-07 1954-10-06 Improvements to vial closure caps with seal

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3060817A (en) * 1958-03-12 1962-10-30 Daum Josef Mass structures comprising joint-filling means
US3172237A (en) * 1960-04-25 1965-03-09 Detroit Macoid Corp Waterstop with provision for flexing
US3136022A (en) * 1960-12-12 1964-06-09 Rotuba Extruders Inc Joint forming device
US3114219A (en) * 1961-04-24 1963-12-17 Detroit Macoid Corp Waterstop
US3219307A (en) * 1961-09-20 1965-11-23 Leeds Sweete Products Inc Multi-part mold
US3276209A (en) * 1962-09-25 1966-10-04 Daryl R Mosdell Floating marine structure
US3465532A (en) * 1967-12-29 1969-09-09 Robertson L Belden Concrete pile and joint
US3796054A (en) * 1971-12-14 1974-03-12 U Piccagli Method for the construction of impermeable walls
US3871787A (en) * 1973-10-30 1975-03-18 William James Stegmeier Joint structure for concrete materials and the like
US4740404A (en) * 1985-10-07 1988-04-26 C. I. Kasei, Co. Ltd. Waterstop
US4982538A (en) * 1987-08-07 1991-01-08 Horstketter Eugene A Concrete panels, concrete decks, parts thereof, and apparatus and methods for their fabrication and use
USD811124S1 (en) * 2015-08-20 2018-02-27 Tser Wen Chou Bracket for decorative frame for a window curtain rail
US11035117B2 (en) * 2019-04-19 2021-06-15 Bernard McNamara Waterstop with dynamic-sealing hydrophilic thermoplastic expansible soft flanges
US20220195719A1 (en) * 2019-04-30 2022-06-23 Trelleborg Ridderkerk B.V. Watertight joint and method of installing a watertight joint
US11873641B2 (en) * 2019-04-30 2024-01-16 Trelleborg Ridderkerk B.V. Watertight joint and method of installing a watertight joint

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