US3757390A - Anchorage assembly for prestressing cables - Google Patents
Anchorage assembly for prestressing cables Download PDFInfo
- Publication number
- US3757390A US3757390A US00079495A US3757390DA US3757390A US 3757390 A US3757390 A US 3757390A US 00079495 A US00079495 A US 00079495A US 3757390D A US3757390D A US 3757390DA US 3757390 A US3757390 A US 3757390A
- Authority
- US
- United States
- Prior art keywords
- sealing element
- cable
- axial bore
- anchorage
- annular
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000007789 sealing Methods 0.000 claims description 31
- 230000000717 retained effect Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 description 4
- 238000009416 shuttering Methods 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
- E04C5/122—Anchoring devices the tensile members are anchored by wedge-action
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B2200/00—Constructional details of connections not covered for in other groups of this subclass
- F16B2200/60—Coupler sealing means
-
- Y—GENERAL 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
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T24/00—Buckles, buttons, clasps, etc.
- Y10T24/39—Cord and rope holders
Definitions
- An anchorage assembly for use in the prestressing of a cable which comprises an anchorage member having a bore adapted to receive andretain said cable, and an internal annular recess to co-act with an annular projection formed on a flexible insert provided to seal the annular space between said cable and the periphery of said bore.
- the flexible insert may be radially split or maybe capable of being radially split.
- an anchorage assembly for use in prestressing a cable, which comprises in combination an anchorage member having a bore adapted at one end to retain the stressing cable therein, and a sealing element of flexible material adapted to be received in the other end of the bore, wherein the said other end of the bore is formed with an annular recess and the sealing element is formed with an external annular rib adapted to engage, and be retained in, the said annular recess.
- FIG. 1 is an elevation of one end of an anchorage member: a cable, and sealing element,
- FIG. 2 is a section on the line 2-2 of FIG. 1,
- FIG. 3 is an'elevation of the other end of the anchorage member, i
- FIG. 4 is an enlarged detail of part of FIG. 2,
- FIG. 5 is an end elevation of one form of sealing ele-
- FIG. 6 is a section on the line 6-6 of FIG. 5, and
- FIGS. 7 and 8 are respectively an end elevation and a side elevation of a preferred form of tool.
- FIGS. 1' to 4 of the drawings there is shown an anchorage member 1.
- a pair of these anchorage members are adapted to be temporarily attached to the shuttering at each end of a structure, and
- the anchorage members 1 are each formed with an axial bore 2 through'which one end of a stressingcable is passed, one end 3 of the bore 2 being tapered to receive, in known manner, wedge-shaped gripping elements by which the cable is anchored therein, and the other end 4 of the bore 2 being generally cylindrical.
- the said other end 4 of thebore 2 is formed, at a position a short distance from the end face of the member,-with an annular recess 5, the extreme end 6 of the bore being fonned to taper outwardly from the recess 5- to provide a lead-in surface.
- a sealing element as shown in FIGS. '5 and 6, to prevent the ingress of concrete into the bore 2 of the anchorage member is provided, in use, to fill the annular space between the periphery of the bore 2' and the stressing cable.
- the sealing element comprises an annulus 7 of flexible material, preferably synthetic plaselement in said annular recess.
- the bore of the annulus is preferably formed to conform to the outer periphery of the cable and the annulus is split, or capable of being split, radially to facilitate positioning thereof over the cable.
- the annulus 7, in order to increase its flexibility, is formed wth spaced circumferentially disposed recesses l l leaving reinforcing webs 12.
- the stressing cable is threaded through the bore 2 of each anchorage member which is attached to the shuttering.
- the sealing member is then clipped over the cable, hence the object of providing a split annulus, and positioned adjacent the end of the anchorage member 1.
- the sealing member is forced into the end of the bore. Due to the relative tolerances of the bore and the outer diameter of the sealing member, and due to the compressibility of the plastics material, .the sealing member is compressed sufficiently to be forced over the lead in taper 6 and the buttress step provided by one side of the recess 5 in the anchorage member, whereupon it immediately expands to its natural size so that the projection or rib 9 is tightly engaged in the recess 5.
- the tool is preferably in the form of a U-shaped tubular element 13 having a handle 14 secured to the base of the U so that, in use, the U-shaped element 13 is placed in position over the cable and one end surface thereof is used to push the sealing element axially into the bore of the anchorage member.
- An anchorage assembly for use in prestressing a cable, whichcomprises in combination an anchorage member and a sealing element, said anchorage member having'an axial bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by'which the cable is retained therein, and the other end of said axial bore having a generally cylindrical portion and an annular recess, said sealing element is formed externally with a cylindrical body and an annular radially outwardly directed projection, saidannular recess including'a radially inwardly extending portion at one end of said recess remote from said tapered portion, said sealing element being seated in said axial bore with said annular projection and cylindrical body being respectively seated within said.
- An anchorage assembly for use inprestressing a cable, which comprises in combination an anchorage member and a sealing element, said anchorage member having an axial-bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by which the cable is re.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Installation Of Indoor Wiring (AREA)
Abstract
An anchorage assembly for use in the prestressing of a cable which comprises an anchorage member having a bore adapted to receive and retain said cable, and an internal annular recess to co-act with an annular projection formed on a flexible insert provided to seal the annular space between said cable and the periphery of said bore. The flexible insert may be radially split or may be capable of being radially split.
Description
Edwards Sept. 11, 1973 ANCHORAGE ASSEMBLY FOR PRESTRESSING CABLES [76] lnventor: Hugh Jeremy Willis Edwards, 20 Matthew Arnold Close, Cobham, Surrey, England [22] Filed: Oct. 9, 1970 [21] Appl. N0.: 79,495
[30] Foreign Application Priority Data Oct. 16, 1969 Great Britain 50,977/69 [52] U.S. Cl. 24/126, 52/223 L, 285/111 [51] lnt. Cl. Fl6g 111/04 [58] Field of Search 26/126 R, 136 R; 52/223 L; 277/168, 205; 285/111; 16/2 [56} References Cited UNITED STATES PATENTS 1,384,489 7/1921 Shaffer 24/126 C l,686,424 10/1928 Thomson 24/126 C 3,524,228 8/1970 Kelly 24/126 2,774,617 12/1956 Lanninger 285/111 2,975,799 3/1961 Stilwell 285/111 3,205,300 9/1965 Becker.... 24/126 R 3,554,569 1/1971 Gorman.. 277/205 3,573,871 4/1971 Warner 277/168 FOREIGN PATENTS OR APPLICATIONS 516,218 9/1955 Canada 24/136 R 1,390,710 l/1965 France... 285/111 681,164 1/1965 ltaly 285/111 776,948 6/1957 Great Britain 24/126 Primary Examiner-Bernard A. Gelak Att0rneyBaldwin, Wight and Brown [57] ABSTRACT An anchorage assembly for use in the prestressing of a cable which comprises an anchorage member having a bore adapted to receive andretain said cable, and an internal annular recess to co-act with an annular projection formed on a flexible insert provided to seal the annular space between said cable and the periphery of said bore. The flexible insert may be radially split or maybe capable of being radially split.
6 Claims, 8 Drawing Figures PATENTEDSEPI 1 IBM 5757, 390
SHEET 1 OF 2 PATENTEDSEPI 1 ma SHEET 2 er 2 5454 021, WWK
I ment,
ANCHORAGE ASSEMBLY FOR PRESTRESSING CABLES tioned therein, being attached to the shuttering of the structure. Since, when pouring the concrete into the shuttering, there is a tendency for it to flow into one end of the anchorage members, it has been the practice to provide sealing elements to close the spacewhich exists between the stressing cable and the periphery of the bore of each anchorage member. I
It is among the objects of the present invention to avoid, or substantially reduce, the abovementioned disadvantage.
According to the present invention, there is provided an anchorage assembly for use in prestressing a cable, which comprises in combination an anchorage member having a bore adapted at one end to retain the stressing cable therein, anda sealing element of flexible material adapted to be received in the other end of the bore, wherein the said other end of the bore is formed with an annular recess and the sealing element is formed with an external annular rib adapted to engage, and be retained in, the said annular recess.
Theinvention is illustrated by way of example in the accompanying drawings in which,
FIG. 1 is an elevation of one end of an anchorage member: a cable, and sealing element,
'FIG. 2 is a section on the line 2-2 of FIG. 1,
FIG. 3 is an'elevation of the other end of the anchorage member, i
FIG. 4 is an enlarged detail of part of FIG. 2,
FIG. 5 is an end elevation of one form of sealing ele- FIG. 6 is a section on the line 6-6 of FIG. 5, and
FIGS. 7 and 8 are respectively an end elevation and a side elevation of a preferred form of tool.
Referring to' FIGS. 1' to 4 of the drawings, there is shown an anchorage member 1. In use, a pair of these anchorage members are adapted to be temporarily attached to the shuttering at each end of a structure, and
thereafter, to be firmly held in position by the concrete. The anchorage members 1 are each formed with an axial bore 2 through'which one end of a stressingcable is passed, one end 3 of the bore 2 being tapered to receive, in known manner, wedge-shaped gripping elements by which the cable is anchored therein, and the other end 4 of the bore 2 being generally cylindrical.
The said other end 4 of thebore 2 is formed, at a position a short distance from the end face of the member,-with an annular recess 5, the extreme end 6 of the bore being fonned to taper outwardly from the recess 5- to provide a lead-in surface.
A sealing element, as shown in FIGS. '5 and 6, to prevent the ingress of concrete into the bore 2 of the anchorage member is provided, in use, to fill the annular space between the periphery of the bore 2' and the stressing cable. The sealing element comprises an annulus 7 of flexible material, preferably synthetic plaselement in said annular recess.
tics material, having a bore 8 to fit over the cable and being formed on its outer periphery with an annular projection or rib 9 having an inclined leading edge 10. The bore of the annulus is preferably formed to conform to the outer periphery of the cable and the annulus is split, or capable of being split, radially to facilitate positioning thereof over the cable. The annulus 7, in order to increase its flexibility, is formed wth spaced circumferentially disposed recesses l l leaving reinforcing webs 12.
In use, the stressing cable is threaded through the bore 2 of each anchorage member which is attached to the shuttering. The sealing member is then clipped over the cable, hence the object of providing a split annulus, and positioned adjacent the end of the anchorage member 1. In this position, using the tool as shown in FIGS. 7 and 8, the sealing member is forced into the end of the bore. Due to the relative tolerances of the bore and the outer diameter of the sealing member, and due to the compressibility of the plastics material, .the sealing member is compressed sufficiently to be forced over the lead in taper 6 and the buttress step provided by one side of the recess 5 in the anchorage member, whereupon it immediately expands to its natural size so that the projection or rib 9 is tightly engaged in the recess 5. 1
The tool, as can be seen from' the drawings, is preferably in the form of a U-shaped tubular element 13 having a handle 14 secured to the base of the U so that, in use, the U-shaped element 13 is placed in position over the cable and one end surface thereof is used to push the sealing element axially into the bore of the anchorage member. I
Iclaim: a
1. An anchorage assembly for use in prestressing a cable, whichcomprises in combination an anchorage member and a sealing element, said anchorage member having'an axial bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by'which the cable is retained therein, and the other end of said axial bore having a generally cylindrical portion and an annular recess, said sealing element is formed externally with a cylindrical body and an annular radially outwardly directed projection, saidannular recess including'a radially inwardly extending portion at one end of said recess remote from said tapered portion, said sealing element being seated in said axial bore with said annular projection and cylindrical body being respectively seated within said. recess and upon said cylindrical portion, and said radially extendingportion inter'engages with said annular projection for retaining said sealing -2. An assembly as defined in claim 1 wherein theextreme end of said other end of said axial bore includes a tapered lead-in surface adjacent said annular recess for facilitating entry of said sealing element into said anchorage member.
3. An assemblyas defined in claim 2 wherein said sealing element is radially split along its length for facilitating positioning thereof around a stressing cable.
4. An anchorage assembly for use inprestressing a cable, which comprises in combination an anchorage member and a sealing element, said anchorage member having an axial-bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by which the cable is re.-
of spaced radially disposed reinforcing webs.
5. An assembly as defined in claim 4, in which said annulus is radially split to facilitate positioning thereof around a stressing cable.
6. An assembly as defined in claim 5, in which the ex treme end of said other end of said axial bore is tapered to facilitate entry of said sealing element into said annular recess in said anchorage element.
Claims (6)
1. An anchorage assembly for use in prestressing a cable, which comprises in combination an anchorage member and a sealing element, said anchorage member having an axial bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by which the cable is retained therein, and the other end of said axial bore having a generally cylindrical portion and an annular recess, said sealing element is formed externally with a cylindrical body and an annular radially outwardly directed projection, said annular recess including a radially inwardly extending portion at one end of said recess remote from said tapered portion, said sealing element being seated in said axial bore with said annular projection and cylindrical body being respectively seated within said recess and upon said cylindrical portion, and said radially extending portion interengages with said annular projection for retaining said sealing element in said annular recess.
2. An assembly as defined in claim 1 wherein the extreme end of said other end of said axial bore includes a tapered lead-in surface adjacent said annular recess for facilitating entry of said sealing element into said anchorage member.
3. An assembly as defined in claim 2 wherein said sealing element is radially split along its length for facilitating positioning thereof around a stressing cable.
4. An anchorage assembly for use in prestressing a cable, which comprises in combination an anchorage member and a sealing element, said anchorage member having an axial bore therethrough for receiving said cable, one end of said axial bore having a tapered portion for receiving a wedge device by which the cable is retained therein, and the other end of said axial bore having a generally cylindrical portion, wherein said other end of said bore is forMed with an annular recess and said sealing element is formed externally with an annular projection, said annular projection being disposable within said annular recess for retaining said sealing element in said anchorage member, said sealing element comprising an annulus formed on its outer periphery with said annular rib, said annulus being formed with circumferentially spaced recesses presenting a plurality of spaced radially disposed reinforcing webs.
5. An assembly as defined in claim 4, in which said annulus is radially split to facilitate positioning thereof around a stressing cable.
6. An assembly as defined in claim 5, in which the extreme end of said other end of said axial bore is tapered to facilitate entry of said sealing element into said annular recess in said anchorage element.
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
GB50977/69A GB1270718A (en) | 1969-10-16 | 1969-10-16 | Improvements in or relating to the prestressing of concrete structures |
Publications (1)
Publication Number | Publication Date |
---|---|
US3757390A true US3757390A (en) | 1973-09-11 |
Family
ID=10458158
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US00079495A Expired - Lifetime US3757390A (en) | 1969-10-16 | 1970-10-09 | Anchorage assembly for prestressing cables |
Country Status (6)
Country | Link |
---|---|
US (1) | US3757390A (en) |
JP (1) | JPS5011686B1 (en) |
ES (1) | ES384575A1 (en) |
GB (1) | GB1270718A (en) |
NL (1) | NL7015055A (en) |
ZA (1) | ZA706996B (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3973297A (en) * | 1973-12-14 | 1976-08-10 | Triple Bee & Prestress (Proprietary) Limited | Cable anchoring equipment |
US4510723A (en) * | 1981-04-24 | 1985-04-16 | Soum Rene P | Prestressed cable anchorage system |
US5630301A (en) * | 1995-05-25 | 1997-05-20 | Harris P/T, A Division Of Harris Steel Limited | Anchorage assembly and method for post-tensioning in pre-stressed concrete structures |
US6234709B1 (en) * | 1998-01-15 | 2001-05-22 | Felix L. Sorkin | Wedge-receiving cavity with radiused edge for an anchor body of a post-tension anchor system |
US20050028477A1 (en) * | 2003-07-28 | 2005-02-10 | Freyssinet International (Stup) | Method for strengthening a structure and associated anchorage unit |
US20090205273A1 (en) * | 2008-02-20 | 2009-08-20 | Hayes Norris O | Anchor system with substantially longitudinally equal wedge compression |
US7963078B1 (en) * | 2007-09-25 | 2011-06-21 | Sorkin Felix L | Compression cap sheathing lock |
US20130111409A1 (en) * | 2000-11-17 | 2013-05-02 | Actuant Corporation | Pocketed concrete anchor |
USD851483S1 (en) * | 2017-09-19 | 2019-06-18 | Inflight Investments Inc. | Stringer clamp |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US1384489A (en) * | 1920-09-13 | 1921-07-12 | William D Shaffer | Rope-socket |
US1686424A (en) * | 1928-02-01 | 1928-10-02 | Thomson John Malcolm | Fastening device |
CA516218A (en) * | 1955-09-06 | P. Muntz Eric | Cable clamps | |
US2774617A (en) * | 1953-11-16 | 1956-12-18 | Lanninger Karl Ludwig | Angularly tiltable, rapidly adjustable tube coupling |
GB776948A (en) * | 1954-12-06 | 1957-06-12 | Priestman Brothers | Improvements relating to rope sockets |
US2975799A (en) * | 1956-07-09 | 1961-03-21 | Fmc Corp | Combination pipe coupling and automatic drain valve |
FR1390710A (en) * | 1964-04-13 | 1965-02-26 | Intermarp | Airtight seal for pressure lines |
US3205300A (en) * | 1964-05-15 | 1965-09-07 | Fargo Mfg Co Inc | Cable gripping funit |
US3524228A (en) * | 1968-07-09 | 1970-08-18 | William F Kelly | Anchor for post-tensioning prestressed concrete |
US3554569A (en) * | 1969-08-04 | 1971-01-12 | Gerald W Gorman | Dynamic pressure seal devices |
US3573871A (en) * | 1968-11-12 | 1971-04-06 | Tyler Pipe Ind Inc | Gasket for bell-type pipe joint |
-
1969
- 1969-10-16 GB GB50977/69A patent/GB1270718A/en not_active Expired
-
1970
- 1970-10-09 US US00079495A patent/US3757390A/en not_active Expired - Lifetime
- 1970-10-14 NL NL7015055A patent/NL7015055A/xx unknown
- 1970-10-14 ZA ZA706996A patent/ZA706996B/en unknown
- 1970-10-15 JP JP45090833A patent/JPS5011686B1/ja active Pending
- 1970-10-15 ES ES384575A patent/ES384575A1/en not_active Expired
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA516218A (en) * | 1955-09-06 | P. Muntz Eric | Cable clamps | |
US1384489A (en) * | 1920-09-13 | 1921-07-12 | William D Shaffer | Rope-socket |
US1686424A (en) * | 1928-02-01 | 1928-10-02 | Thomson John Malcolm | Fastening device |
US2774617A (en) * | 1953-11-16 | 1956-12-18 | Lanninger Karl Ludwig | Angularly tiltable, rapidly adjustable tube coupling |
GB776948A (en) * | 1954-12-06 | 1957-06-12 | Priestman Brothers | Improvements relating to rope sockets |
US2975799A (en) * | 1956-07-09 | 1961-03-21 | Fmc Corp | Combination pipe coupling and automatic drain valve |
FR1390710A (en) * | 1964-04-13 | 1965-02-26 | Intermarp | Airtight seal for pressure lines |
US3205300A (en) * | 1964-05-15 | 1965-09-07 | Fargo Mfg Co Inc | Cable gripping funit |
US3524228A (en) * | 1968-07-09 | 1970-08-18 | William F Kelly | Anchor for post-tensioning prestressed concrete |
US3573871A (en) * | 1968-11-12 | 1971-04-06 | Tyler Pipe Ind Inc | Gasket for bell-type pipe joint |
US3554569A (en) * | 1969-08-04 | 1971-01-12 | Gerald W Gorman | Dynamic pressure seal devices |
Cited By (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3973297A (en) * | 1973-12-14 | 1976-08-10 | Triple Bee & Prestress (Proprietary) Limited | Cable anchoring equipment |
US4510723A (en) * | 1981-04-24 | 1985-04-16 | Soum Rene P | Prestressed cable anchorage system |
US5630301A (en) * | 1995-05-25 | 1997-05-20 | Harris P/T, A Division Of Harris Steel Limited | Anchorage assembly and method for post-tensioning in pre-stressed concrete structures |
US6234709B1 (en) * | 1998-01-15 | 2001-05-22 | Felix L. Sorkin | Wedge-receiving cavity with radiused edge for an anchor body of a post-tension anchor system |
US20130111409A1 (en) * | 2000-11-17 | 2013-05-02 | Actuant Corporation | Pocketed concrete anchor |
US8104246B2 (en) * | 2003-07-28 | 2012-01-31 | Freyssinet International (Stup) | Method for strengthening a structure and associated anchorage unit |
US8333047B2 (en) | 2003-07-28 | 2012-12-18 | Freyssinet International (Stup) | Method for strengthening a structure and associated anchorage unit |
US20050028477A1 (en) * | 2003-07-28 | 2005-02-10 | Freyssinet International (Stup) | Method for strengthening a structure and associated anchorage unit |
US7963078B1 (en) * | 2007-09-25 | 2011-06-21 | Sorkin Felix L | Compression cap sheathing lock |
US7765752B2 (en) * | 2008-02-20 | 2010-08-03 | Hayes Specialty Machining, Ltd. | Anchor system with substantially longitudinally equal wedge compression |
US20090205273A1 (en) * | 2008-02-20 | 2009-08-20 | Hayes Norris O | Anchor system with substantially longitudinally equal wedge compression |
US9317191B2 (en) * | 2010-07-13 | 2016-04-19 | Actuant Corporation | Pocketed concrete anchor |
US20160230390A1 (en) * | 2010-07-13 | 2016-08-11 | Actuant Corporation | Pocketed concrete anchor |
US9624668B2 (en) * | 2010-07-13 | 2017-04-18 | Actuant Corporation | Pocketed concrete anchor |
USRE48637E1 (en) * | 2010-07-13 | 2021-07-13 | Precision-Hayes International Inc. | Pocketed concrete anchor |
USD851483S1 (en) * | 2017-09-19 | 2019-06-18 | Inflight Investments Inc. | Stringer clamp |
Also Published As
Publication number | Publication date |
---|---|
NL7015055A (en) | 1971-04-20 |
GB1270718A (en) | 1972-04-12 |
JPS5011686B1 (en) | 1975-05-06 |
ZA706996B (en) | 1972-05-31 |
ES384575A1 (en) | 1973-01-16 |
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