US2791019A - Mold - Google Patents

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US2791019A
US2791019A US413031A US41303154A US2791019A US 2791019 A US2791019 A US 2791019A US 413031 A US413031 A US 413031A US 41303154 A US41303154 A US 41303154A US 2791019 A US2791019 A US 2791019A
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Prior art keywords
pipe
mold
weight
sections
weights
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Expired - Lifetime
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US413031A
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Laney Lucius B Du
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B21/00Methods or machines specially adapted for the production of tubular articles
    • B28B21/70Methods or machines specially adapted for the production of tubular articles by building-up from preformed elements
    • B28B21/74Producing pipe bends, sockets, sleeves; Moulds therefor
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L1/00Laying or reclaiming pipes; Repairing or joining pipes on or under water
    • F16L1/12Laying or reclaiming pipes on or under water
    • F16L1/20Accessories therefor, e.g. floats, weights
    • F16L1/24Floats; Weights
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/57Distinct end coupler
    • Y10T403/5761Interrupted periphery, e.g., split or segmental, etc.
    • Y10T403/5766Axially divided segments
    • Y10T403/5781Bolted
    • 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
    • Y10TTECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00Joints and connections
    • Y10T403/57Distinct end coupler
    • Y10T403/5761Interrupted periphery, e.g., split or segmental, etc.
    • Y10T403/5786Split

Definitions

  • the construction of this invention features a, pipe wei-ghhwhich is formed in two halves hingedly secured -together with wires embedded therein when the weights are-cast. 'Then, the halves of the concrete *weight are pickedrup with a boom, the sections .of the pipe weight opehed wide so that they can be loaded onto 'the'pipe Without difiiculty.
  • Another object of the invention resides in theprovision of a mold for forming pipe weigh-ts :that" may "be used-to form both sections of the pipe -weight simultaneously,
  • Figure 1 is a perspective view of a pipe weight shown as secured on a pipe or conduit;
  • Figure 2 is a schematic diagram illustrating the manner in which the two halves of the pipe weight open wide when they are hoisted, using a boom or the like;
  • Figure 3 is a schematic diagram illustrating the position of the sections of the pipe weight after the weight has come to rest on the pipe when lowered;
  • Figure 4 is a schematic diagram illustrating the position of the pipe weight as secured over the pipe
  • Figure 5 is a plan view of the pipe weight
  • Figure 6 is an end elevational view of the pipe weight, with parts thereof being broken away to show other parts in section;
  • Figure 7 is an elevational view of the mold for casting 2,7 9-1 ,019 Fatented May 7, 1 957 2 10 generally designates a pipe or conduit whichis to be weighted by: means ofthe' pipe weight generally designated by reference numeral 12 whichcomprises the'present invention.
  • the pipe weight 12 is'forme'd from a'pair of substantially cylindrical sections 214and 16 having trustro-conical ends,'as at.l8 and'20.
  • The-pipe Weight 12 may be cast from concrete, cast iron or any other suitable substance, but is preferably formedof concrete since such material is of satisfactory weight and com- :paratively iinexpensive.
  • Aligned recesses :30 and 32 are formedin the lower portions of thesections rl iand' 16 and recessed portions 34 and 36 o'figreaterdimensionsethan the recesses 30-and -32 are in communication :with' .th-e re'cesses 30 and 32.
  • the recessed portions34and '36'are of substantial T-shape and the'recessed'area'of the lower'sections "14 and 16 which-include the recesseS SO-"and 34, and' 32 and 36 are thus substantially cruciform in'shape, forming' shoulders as at '38 and "40 against which metallic "-plates, .as at 42 and 44 rcanbearwh'en the sections 14 and 16 are clampingly held "together over --thepipe 10-by meansofa single bolt- 46.
  • Embedded in-the sections l t and 16 in recesses 48 and 50 are a pair of eye members 52 and 54 which are adapted to be engaged by hooks or other suitable tackle 56 and 58 attached to a boom or other lifting apparatus.
  • the weights 12 are applied over the pipe 10 as follows.
  • the weight 12 is attached to suitable cables carried by a boom or other lifting apparatus utilizing the eyes 52 and 54.
  • the two halves of the weight 12 are hinged together with the wires 26 and thus open wide. They .are then lowered over the pipe 10 and when the weight 12 comes to rest on the pipe, the two halves automatically fold around it until they are in a position so that the single bolt 46 may be secured.
  • the bolt is in a loosened position with the plates 42 and 44 optionally positioned thereon, and all that is necessary is to slide this bolt assembly into position where the plates 42 and 44 bear against the shoulders 38 and 40, at which time the nut 60 may be tightened. This eliminates the necessity of aligning holes in the various weight sections which must be done in conventional pipe weights.
  • the mold is formed from a pair of mold sections and 82 which have substantially U-shaped members 84 and 86 welded to the outer shells 88 and 90 thereof in such manner that a channel shaped member 92 can be used to hold the mold sections 80 and 82 together at those parts where the sets of core pieces 94, 96, 98, 100, 102 and 104 are located.
  • the core pieces 94 and 104 are utilized to form the recesses 34 and 36, while the core pieces 96 and 102 are utilized to form the recesses 30 and 32.
  • the con1- bination of the core pieces 96 and 98 and 102 and 104 form the cruciform-shaped recessed portions of the mold sections.
  • the core pieces 98 and 100 combine to form the space 28.
  • the spacing plate 106 is used for alignment of the mold sections 80 and 82.
  • the outer shells 88 and 90 are each formed in parts, the shell 88 being divided into parts 110 and 112 hingedly secured to each other, as at 114, while the outer shell90 is formed of parts 116 and 118 hingedly secured, as at
  • the outer mold shell parts 110 and 112 have core pieces 122 and 124 therein which are provided for the formation of the recess 50, and adapted to form a slot 126 for reception of the eye piece 54 which becomes embedded in the weight 12'once the fill has been poured into the mold.
  • core pieces 128 and 130 are welded or otherwise attached to the outer mold shell parts 116 and 118 and form a slot 132 for reception of outermold shell parts 112 and 118 are inwardly convergent, as at 142 and 144 to form the divergent surfaces on the upper portions of the weight sections 14 and 16.
  • the wear plates 22 and 24 can be positioned within the mounted on a suitable base 154, and a mix, preferably of concrete, but possibly of cast iron or other suitable material is poured into the confines. As soon as the mix allowed to cure as necessary.

Description

y 1957 L. B. DU LANEY 7 2,791,019
MOLD
Filed March 1, 1954 3 Sheets-Sheet 1 Fig.
Lac/us B. DuLaney INVENTOR.
BY (ma yum 3% May 7, 1957 B. DU LANEY MOLD Filed March 1, 1954 3 Sheets-Sheet 2 Lucius B. DuLangy v INVENTOR BY (um Waxy 3m May 7, 1957 B. DU LANEY MOLD Filed March 1, 1954 wi' 2 2' a; v 8! v s g Q m m s g 9\ D m LE n x Q qgo Q Q 0) Q\ W o; 2 Q Q I k E E g Lucius a IA/VENTOR.
3 Sheets-Sheet 3 Attorneys United W68 A Patent MOLD Lucius B. Du Laney, Bellaire, Tex. -l-ApplicationrMarch-l 1954; SerialzNm-AIBZOM 1-1 Claim. (Cl. 25- 118) Thistinvention relates topipe-weights,.such-as are used stoprop'erlyanchor -pipes and conduits "in the bottom of .strearns and otherbodies of water an'dalso to -a novel 'tmold :"for use in manufacturing I the tpipe weights. I
The primary "object of the present. inventionhresides 'in :the provisionrofa pipe-weight of such construction as to eliminate the time and effort usually requiredu-in 'the placing of two halves of conventional pipe weights on the top =andbottom of theconduit'or piperandalso eliminating the numerous bolts ,Previously required to hold the conventional pipe weights together on the pipe.
The construction of this invention features a, pipe wei-ghhwhich is formed in two halves hingedly secured -together with wires embedded therein when the weights are-cast. 'Then, the halves of the concrete *weight are pickedrup with a boom, the sections .of the pipe weight opehed wide so that they can be loaded onto 'the'pipe Without difiiculty.
Another object of the inventionresides in theprovision of a mold for forming pipe weigh-ts :that" may "be used-to form both sections of the pipe -weight simultaneously,
while also providing means for forming the uneans for embedding the means hingedly securing the sections of the pipe weight together in the sections when they are cast.
Still further objects and features of this invention reside in the provision of a pipe weight that is strong and durable, simple in construction and manufacture, capable of being constructed from various readily available materials, and which is very eifective and practical in use. These, together with the various ancillary objects and features of the invention which will become apparent as the following description proceeds, are attained by these pipe weights and by the mold for casting the pipe weights, a preferred embodiment of the pipe weight and of the mold being shown in the accompanying drawings, by way of example only, wherein:
Figure 1 is a perspective view of a pipe weight shown as secured on a pipe or conduit;
Figure 2 is a schematic diagram illustrating the manner in which the two halves of the pipe weight open wide when they are hoisted, using a boom or the like;
Figure 3 is a schematic diagram illustrating the position of the sections of the pipe weight after the weight has come to rest on the pipe when lowered;
Figure 4 is a schematic diagram illustrating the position of the pipe weight as secured over the pipe;
Figure 5 is a plan view of the pipe weight;
Figure 6 is an end elevational view of the pipe weight, with parts thereof being broken away to show other parts in section;
Figure 7 is an elevational view of the mold for casting 2,7 9-1 ,019 Fatented May 7, 1 957 2 10 generally designates a pipe or conduit whichis to be weighted by: means ofthe' pipe weight generally designated by reference numeral 12 whichcomprises the'present invention. The pipe weight 12 'is'forme'd from a'pair of substantially cylindrical sections 214and 16 having trustro-conical ends,'as at.l8 and'20. The-pipe Weight 12 may be cast from concrete, cast iron or any other suitable substance, but is preferably formedof concrete since such material is of satisfactory weight and com- :paratively iinexpensive.
while the lower. portions of the wear plates '22'and 24 reinforce'the concrete sectionsI14 and-16'when the opened plate isllowered into engagement with the pipe,'as is shown in Figure 3. It' isto benoted'that the sections 14 and 16 are 'not' quite completely semiwyclindrical,- but at the base of the sections 14 and 16,"they terminate short of abuttingeach other,"forming a'spac'e, as at 28, ther'ebetwe'en. Aligned recesses :30 and 32 are formedin the lower portions of thesections rl iand' 16 and recessed portions 34 and 36 o'figreaterdimensionsethan the recesses 30-and -32 are in communication :with' .th- e re'cesses 30 and 32. The recessed portions34and '36'are of substantial T-shape and the'recessed'area'of the lower'sections "14 and 16 which-include the recesseS SO-"and 34, and' 32 and 36 are thus substantially cruciform in'shape, forming' shoulders as at '38 and "40 against which metallic "-plates, .as at 42 and 44 rcanbearwh'en the sections 14 and 16 are clampingly held "together over --thepipe 10-by meansofa single bolt- 46. Embedded in-the sections l t and 16 in recesses 48 and 50 are a pair of eye members 52 and 54 which are adapted to be engaged by hooks or other suitable tackle 56 and 58 attached to a boom or other lifting apparatus.
The weights 12 are applied over the pipe 10 as follows. The weight 12 is attached to suitable cables carried by a boom or other lifting apparatus utilizing the eyes 52 and 54. The two halves of the weight 12 are hinged together with the wires 26 and thus open wide. They .are then lowered over the pipe 10 and when the weight 12 comes to rest on the pipe, the two halves automatically fold around it until they are in a position so that the single bolt 46 may be secured. It is to be recognized that the bolt is in a loosened position with the plates 42 and 44 optionally positioned thereon, and all that is necessary is to slide this bolt assembly into position where the plates 42 and 44 bear against the shoulders 38 and 40, at which time the nut 60 may be tightened. This eliminates the necessity of aligning holes in the various weight sections which must be done in conventional pipe weights.
Referring now to the mold for forming the concrete weights as is illustrated in Figures 7 and 8, it will be noted that the mold is formed from a pair of mold sections and 82 which have substantially U-shaped members 84 and 86 welded to the outer shells 88 and 90 thereof in such manner that a channel shaped member 92 can be used to hold the mold sections 80 and 82 together at those parts where the sets of core pieces 94, 96, 98, 100, 102 and 104 are located. It is to be noted that the core pieces 94 and 104 are utilized to form the recesses 34 and 36, while the core pieces 96 and 102 are utilized to form the recesses 30 and 32. Thus, the con1- bination of the core pieces 96 and 98 and 102 and 104 form the cruciform-shaped recessed portions of the mold sections. The core pieces 98 and 100 combine to form the space 28.
Between the mold sections 80 and 82 is a spacing plate 106 which has a guide 108 received between the U-shaped members 84 and 86. The spacing plate 106 is used for alignment of the mold sections 80 and 82. The outer shells 88 and 90 are each formed in parts, the shell 88 being divided into parts 110 and 112 hingedly secured to each other, as at 114, while the outer shell90 is formed of parts 116 and 118 hingedly secured, as at The outer mold shell parts 110 and 112 have core pieces 122 and 124 therein which are provided for the formation of the recess 50, and adapted to form a slot 126 for reception of the eye piece 54 which becomes embedded in the weight 12'once the fill has been poured into the mold. Likewise, core pieces 128 and 130 are welded or otherwise attached to the outer mold shell parts 116 and 118 and form a slot 132 for reception of outermold shell parts 112 and 118 are inwardly convergent, as at 142 and 144 to form the divergent surfaces on the upper portions of the weight sections 14 and 16.
' v has fully set, it may be removed from the mold and then The wear plates 22 and 24 can be positioned within the mounted on a suitable base 154, and a mix, preferably of concrete, but possibly of cast iron or other suitable material is poured into the confines. As soon as the mix allowed to cure as necessary.
From the foregoing, the construction and operation of the device will be readily understood and further explanation is believed to be unnecessary. However, since numerous modifications and changes will readily occur to those skilled in the art, it is not desired to limit the invention to the exact construction shown and described, and accordingly, all suitable modifications and equiva lents may be resorted to, falling within the scope of the appended claim.
What is claimed as new is as follows:
A mold forforming pipe weights'compn'singa pair of mold sections each including a substantially semi-cylindrical outer mold shell and'a substantially semi-cylindrical inner core, means detachably securing said mold sections to each other, said means including U-shaped members secured to said mold sections and a channel-shaped member engaging said U-shaped members, substantially cruciform-shaped sets of core pieces secured to said outer shell, each of said outer mold shells being formed in parts hingedly secured to each other, said mold shells having converging end portions, aligned slots in said end portions, and a divider plate extending between said mold sections.
References Cited in the file of this patent UNITED STATES PATENTS 925,009 Millam June 15, 1909 1,036,867 Mach Aug. 27, 1912 1,138,454 Chapman May 4, 1915 1,227,824 Pelton May 29, 1917 1,292,010 Monrath Jan. 21, 1919 1,486,414 Brier Mar. 11, 1924 2,163,261 Norton June 20, 1939 2,180,422 Lindsay Nov. 21, 1939 2,453,804 McDearmon Nov. 16, 1948 2,518,981 Edwards Aug. 15, 1950 2,662,552 Rowe et a1. Dec. 15, 1953
US413031A 1954-03-01 1954-03-01 Mold Expired - Lifetime US2791019A (en)

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Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2936786A (en) * 1957-11-18 1960-05-17 Versoy Harry Nelson River weight
US2939292A (en) * 1958-03-10 1960-06-07 Exxon Research Engineering Co Caisson for submerged pipelines
US3178793A (en) * 1962-05-07 1965-04-20 Rosengarten Apparatus for sealing mains
US3267969A (en) * 1964-08-17 1966-08-23 James B Mallard Reenforced weighted pipe
US4145176A (en) * 1971-02-26 1979-03-20 Townsend & Townsend Cable molding apparatus for accomplishing same
US5278804A (en) * 1990-12-19 1994-01-11 Geco A.S. Device for weighting of streamer cables
US5400828A (en) * 1993-07-08 1995-03-28 Christopher G. Ziu Double-containment piping supports for improved annulus flow
US5404914A (en) * 1992-08-17 1995-04-11 Christopher G. Ziu Centering support for double containment pipe assembly
US5603588A (en) * 1995-09-21 1997-02-18 Ried's Welding (1981) Inc. Pipeline weight and method of installing the same
US6220788B1 (en) 1999-07-16 2001-04-24 762723 Alberta Ltd. Pipeline weight
US6439808B1 (en) * 1998-03-27 2002-08-27 Sture Smidt Method and a device for protective encapsulation of pipe loops installable on the seabed
US20040246818A1 (en) * 2003-06-06 2004-12-09 Maples Michael L. External weight block for marine seismic cable
US6830517B1 (en) * 2004-05-28 2004-12-14 Charles Ciraolo Rotating attachment device for a swing
US20060204338A1 (en) * 2005-02-23 2006-09-14 Torfinn Ottesen Umbilical anchoring clamp
US20070094993A1 (en) * 2005-10-12 2007-05-03 Michael Azarin Reinforcement bar spacer wheel
USD665471S1 (en) 2012-03-22 2012-08-14 Karsten Manufacturing Corporation Collar clamp for sports equipment
WO2016110617A1 (en) * 2015-01-09 2016-07-14 Bardot Group Ballasting and/or protection devices for underwater lines
US20180306347A1 (en) * 2015-10-22 2018-10-25 Shell Oil Company Pipe-clamping block
RU191288U1 (en) * 2019-07-04 2019-08-01 Владимир Эдуардович Карташян RING CONCRETE LOADER
US11946571B1 (en) * 2020-01-16 2024-04-02 Allan John Edwards, IV Temporary pipeline protection apparatus

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US925009A (en) * 1909-06-15 George M Jennings Apparatus for forming concrete fence-posts.
US1036867A (en) * 1912-01-05 1912-08-27 William Mach Well-tiling and mold therefor.
US1138454A (en) * 1913-12-29 1915-05-04 General Sherman Chapman Mold for concreting piles.
US1227824A (en) * 1916-05-18 1917-05-29 John Cotter Pelton Apparatus for casting bodies formed of cement or the like.
US1292010A (en) * 1916-05-27 1919-01-21 Chile Exploration Company Apparatus for producing corrosion-resisting conduits.
US1486414A (en) * 1922-01-31 1924-03-11 William W Brier Concrete casing for piles
US2163261A (en) * 1938-09-03 1939-06-20 Norton Mcmurray Mfg Company Method of applying pipe joint clamps
US2180422A (en) * 1937-08-19 1939-11-21 Harvey B Lindsay Metal mold
US2453804A (en) * 1946-06-25 1948-11-16 George W Mcdearmon Mold for concrete weight for iron pipe lines
US2518981A (en) * 1948-12-06 1950-08-15 Allan Edwards Inc River weight
US2662552A (en) * 1952-10-06 1953-12-15 Edgar A Rowe River weight for pipe lines

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US925009A (en) * 1909-06-15 George M Jennings Apparatus for forming concrete fence-posts.
US1036867A (en) * 1912-01-05 1912-08-27 William Mach Well-tiling and mold therefor.
US1138454A (en) * 1913-12-29 1915-05-04 General Sherman Chapman Mold for concreting piles.
US1227824A (en) * 1916-05-18 1917-05-29 John Cotter Pelton Apparatus for casting bodies formed of cement or the like.
US1292010A (en) * 1916-05-27 1919-01-21 Chile Exploration Company Apparatus for producing corrosion-resisting conduits.
US1486414A (en) * 1922-01-31 1924-03-11 William W Brier Concrete casing for piles
US2180422A (en) * 1937-08-19 1939-11-21 Harvey B Lindsay Metal mold
US2163261A (en) * 1938-09-03 1939-06-20 Norton Mcmurray Mfg Company Method of applying pipe joint clamps
US2453804A (en) * 1946-06-25 1948-11-16 George W Mcdearmon Mold for concrete weight for iron pipe lines
US2518981A (en) * 1948-12-06 1950-08-15 Allan Edwards Inc River weight
US2662552A (en) * 1952-10-06 1953-12-15 Edgar A Rowe River weight for pipe lines

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2936786A (en) * 1957-11-18 1960-05-17 Versoy Harry Nelson River weight
US2939292A (en) * 1958-03-10 1960-06-07 Exxon Research Engineering Co Caisson for submerged pipelines
US3178793A (en) * 1962-05-07 1965-04-20 Rosengarten Apparatus for sealing mains
US3267969A (en) * 1964-08-17 1966-08-23 James B Mallard Reenforced weighted pipe
US4145176A (en) * 1971-02-26 1979-03-20 Townsend & Townsend Cable molding apparatus for accomplishing same
US5278804A (en) * 1990-12-19 1994-01-11 Geco A.S. Device for weighting of streamer cables
US5404914A (en) * 1992-08-17 1995-04-11 Christopher G. Ziu Centering support for double containment pipe assembly
US5400828A (en) * 1993-07-08 1995-03-28 Christopher G. Ziu Double-containment piping supports for improved annulus flow
US5603588A (en) * 1995-09-21 1997-02-18 Ried's Welding (1981) Inc. Pipeline weight and method of installing the same
US6439808B1 (en) * 1998-03-27 2002-08-27 Sture Smidt Method and a device for protective encapsulation of pipe loops installable on the seabed
US6220788B1 (en) 1999-07-16 2001-04-24 762723 Alberta Ltd. Pipeline weight
US20040246818A1 (en) * 2003-06-06 2004-12-09 Maples Michael L. External weight block for marine seismic cable
US6830517B1 (en) * 2004-05-28 2004-12-14 Charles Ciraolo Rotating attachment device for a swing
US20060204338A1 (en) * 2005-02-23 2006-09-14 Torfinn Ottesen Umbilical anchoring clamp
US7241075B2 (en) * 2005-02-23 2007-07-10 Nexans Umbilical anchoring clamp
US20070094993A1 (en) * 2005-10-12 2007-05-03 Michael Azarin Reinforcement bar spacer wheel
US7451579B2 (en) * 2005-10-12 2008-11-18 Concrete Accessories, Inc. Reinforcement bar spacer wheel
USD665471S1 (en) 2012-03-22 2012-08-14 Karsten Manufacturing Corporation Collar clamp for sports equipment
WO2016110617A1 (en) * 2015-01-09 2016-07-14 Bardot Group Ballasting and/or protection devices for underwater lines
AU2015376145B2 (en) * 2015-01-09 2018-11-22 Ais Bardot Ballasting and/or protection devices for underwater lines
US20180306347A1 (en) * 2015-10-22 2018-10-25 Shell Oil Company Pipe-clamping block
US10527199B2 (en) * 2015-10-22 2020-01-07 Shell Oil Company Pipe-clamping block
RU191288U1 (en) * 2019-07-04 2019-08-01 Владимир Эдуардович Карташян RING CONCRETE LOADER
US11946571B1 (en) * 2020-01-16 2024-04-02 Allan John Edwards, IV Temporary pipeline protection apparatus

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