US3119635A - H-beam pile connectors - Google Patents

H-beam pile connectors Download PDF

Info

Publication number
US3119635A
US3119635A US168050A US16805062A US3119635A US 3119635 A US3119635 A US 3119635A US 168050 A US168050 A US 168050A US 16805062 A US16805062 A US 16805062A US 3119635 A US3119635 A US 3119635A
Authority
US
United States
Prior art keywords
sleeve
connector
beams
webs
sections
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
Application number
US168050A
Inventor
John M Dealy
Arthur A Green
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ALBERT PIPE SUPPLY Co Inc
Original Assignee
ALBERT PIPE SUPPLY CO 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
Application filed by ALBERT PIPE SUPPLY CO Inc filed Critical ALBERT PIPE SUPPLY CO Inc
Priority to US168050A priority Critical patent/US3119635A/en
Application granted granted Critical
Publication of US3119635A publication Critical patent/US3119635A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22—Piles
    • E02D5/52—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments
    • E02D5/523—Piles composed of separable parts, e.g. telescopic tubes ; Piles composed of segments composed of segments
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements
    • E04B1/5806—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812—Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections

Definitions

  • H-beam because of its cross section, and it is employed where penetration in certain material is required.
  • the H-bearns may be of as much as sixty feet (60') in length and when they are driven to about ground level, another length must be put in the leads of the pile driver, positioned over the section that has been driven and spliced to the driven section in end-to-end relationship by welding or other means.
  • Welding has the disadvantage of requiring one or more tull-time welders on the job, and the splice made in this fashion is time consuming and expensive in labor costs.
  • H-beam connector or sleeve which splices the driven and to be driven H-beams in the matter of a few seconds without welding and in which the sections are coupled to form a homogenous bearing pile, with the beam ends butting together to transmit the di'iving force of the pile driver directly from one beam to the other with no intermediate member interposed or involved.
  • our H-beam connector comprises a peripheral sleeve which encompasses all the web and flanges of the adjacent ends of the sections of the bearing pile.
  • the sleeving ends of the H-beams may not and often do not identically match, there may be misalignment, skewing, and to correct this condition of the butting ends we have produced in the connector what we entitle interference tit which is ia conjunction with the continuous peripheral sleeve around the adjacent ends of the pile sections, achieves continuous alignment of the webs and flanges of the H-beams without distortion of the sleeve.
  • 1G. 1 is a top elevation of our H-beam connector.
  • PEG. 2 an exploded perspective view of the connector together with the top of one H-beam and the bottom of another which are to be coupled during the pile driving.
  • FIG. 3 a section taken through line 33 of FIG. 1.
  • the connector 5 includes a pair of similarly dimensioned U-shaped channeled frames 6, arranged in back to back spaced relationship and having bases or webs '7, laterally extend ng flanges 8, with abruptly and outwardly angled flanges 9.
  • the inner facing walls 10 of webs 7 are tapered small to bottom, that is constrained inwardly toward the midseotion 11 of connector 5 from the top and bottom of the webs 7 as depicted in FIGS. 1 and 4, while the outer surfaces of the flanges are similarly tapered-see FIGS. 1 and 3.
  • a plurality of pairs of cylindrical openings or uplift holes 1 2. are formed in the upper and lower medial regions of the web *7.
  • integral bracings 13 are formed in opposite corners of each of the U-shaped frames 6 at the midsections thereof, extend across the flanges S and partially across the webs 7 These braces 13 are designed to raise the section modulus of the H-beam connector sufficiently high enough to cause the flanges of the mating H-beam to be cold formed into alignment with each other. Bracings 13 also minimize the distortion due to the high welding heats required in assembling the H-beam sleeve.
  • Our H-beam connectors frames 6 may be fabricated of steel castings or equivalent material and in assembling a pair of plates 14 are Welded or otherwise secured to the outer ends of flanges 9 and said plates have integral extensions 15 extending above and below the connector 5 whose inner faces 16 are adapted to initially assist in guiding as lead edges the end of the to-be-driven H-beam into the connector.
  • the whole assembly forms an integral peripheral sleeve adapted to encompass the web and flanges of the butting ends of H-beams.
  • Integral with the inner face 10 of one of the webs 7 are formed a pair of transversely extending lugs 17, welded to the adjacent face of the companion web 7 with the top of the lugs 17 coinciding with the center of the connector 5.
  • a pair of notches or slots 18 are formed in the top 19 of one end of the web 20 of the H-beam section 21 while the lower end 22 of web 23 of H-beain section 24 is not notched, and each of these H- beam sections have flanges 25.
  • the connector 5 is fitted over the driven H-beam 21 with the bottom of the to-be-driven beam 24 guided into the sleeve initially assisted by the lead edges or faces 16 of extension 15.
  • a compression or interference fit is provided and with the first few blows of the hammer on the to be driven pile section the ends of the pile butt together as illustrated in FIG. 3 and are seated Within and encompassed by the sleeve, with the lugs or ledges 17 fitting in notches 18 preventing the connector from sliding down the column.
  • a connector comprising an H-shaped sleeve with a continuous periphery, having integral braced web and flange sections enclosing the P- beam webs and flanges of the adjacent butt ends of the H-beams, said sleeve having a continuous channel therethrough with the sleeve Converging inwardly from the opposite outer ends toward the center of the connector, forming a restricted section in the central portion of the sleeve, providing a close fitting between the sleeve and the end portions of the Webs and flanges of the butting H-bearns, one of the flange sections of the connector having an upwardly extending outside integral extension, the other flange section having an outside downwardly extending integral extension, said extensions for uiding the butt ends of the pile sections into the sleeve, means between and integral with the webs in the channel of the connector and extending downwardly from the
  • a connector comprising (a) an H-shaped sleeve with a continuous periphery having integral centrally braced web and flange sections enciosing the H-beam webs and flanges of the adjacent butt ends of the H-beams,
  • an H-shaped sleeve with a continuous periphery for joining the butt ends of driven and to be driven metal H-beam pile sections including:
  • An H-shaped connector for joining the butt ends of H-beam pile sections including (a) a pair of U-shaped channeled frames each having a Web and a pair of integral flanges, an abruptly angled flange on the outer end of each of said flanges,
  • one of the plates having an integral outer extension extending above the upper ends of the webs and flanges and the other plate having an integral outer extension extending below the lower ends of the webs and flanges.
  • the connector defining a central opening therethrough with a narrowed section in the center of the connector to receive, enclose and join the webs and flanges of the adjacent butt ends of the superimposed pile sections, one of the webs of the butting ends having slots to receive the ledges of the connector.

Description

J. M. DEALY ETAL H-BEAM FILE CONNECTORS Filed Jan. 23, 1962 IN V EN TOR-s ARTHUR A- GREEN Jomv M DEALY Z jWW/IK ATTORNEY Jan. 28, 1964 EM WI/4 7,
United States Patent Filed Jan. 23, 1962, Ser. No. 1683150 Claims. (Cl. 237-108) Generally the invention relates to structural foundations and specifically it comprehends a connection or splice for H-beams used as bearing piles.
Many types of piles are employed in construction Work depending on the material which is met while driving the sections of pile. Some of these are:
(1) Stepped tapered pile (2) Tapered fluted piles (3) Cased concrete pile (4) H-section steel pile Our invention pertains to the last mentioned kind of pile, known as H-beam because of its cross section, and it is employed where penetration in certain material is required. The H-bearns may be of as much as sixty feet (60') in length and when they are driven to about ground level, another length must be put in the leads of the pile driver, positioned over the section that has been driven and spliced to the driven section in end-to-end relationship by welding or other means. Welding has the disadvantage of requiring one or more tull-time welders on the job, and the splice made in this fashion is time consuming and expensive in labor costs.
We have invented an H-beam connector or sleeve which splices the driven and to be driven H-beams in the matter of a few seconds without welding and in which the sections are coupled to form a homogenous bearing pile, with the beam ends butting together to transmit the di'iving force of the pile driver directly from one beam to the other with no intermediate member interposed or involved.
Some of the advantageous results achieved by our H- beam connector or coupling are:
(1) End-to-end bearing of the sections of Hbeams, the ends butting together with the top of one H-beam contiguous with the bottom of another within the H-beam connector.
(2) A continuous column of the same metal material in the resulting foundation pile.
(3) Continuous alignment of the H-beam webs and flanges accompanied by the peripheral sleeve and interference fit of the H-beam connector.
(4) The butt ends of the H-beam can be coupled without the expensive welding operation and in minimum time.
These and other manifest advantages will be apparent.
Briefly described our H-beam connector comprises a peripheral sleeve which encompasses all the web and flanges of the adjacent ends of the sections of the bearing pile. There are provided two integral lead extensions on one of the upper and lower edges of the connector to facilitate the operators guiding of the butt ends of the H-bearn sections into the sleeve. The usual procedure, though not necessarily the one which every operator will follow, is: as soon as the lower H-beam section has been driven into the ground he will position the H-beam connector on top of the driven beam, then pick up the next section of pile in the leads and place lower end into the top of the connector; with the first few blows of the hammer the adjacent ends of the Habeams are positioned in end-to-end relationship to form a homogeneous length of pile without the interpositioning of any metal of different specification between the pile lengths. In driving H-beam ice pile the sleeving ends of the H-beams may not and often do not identically match, there may be misalignment, skewing, and to correct this condition of the butting ends we have produced in the connector what we entitle interference tit which is ia conjunction with the continuous peripheral sleeve around the adjacent ends of the pile sections, achieves continuous alignment of the webs and flanges of the H-beams without distortion of the sleeve. There is also virtually a complete void through the connector except for a pair of lugs or ledges in the central section of the lower half of the sleeve to prevent it sliding up 101 down the column, and one end of each H-bearn has a pair of slots to receive said lugs.
Our H-bearn has been rigidly tested by a leading test laboratory and authenticated to be superior to non-welding pipe sleeve currently employed in foundation pile and that it is feasible to use our H-beam sleeve for joining the H-beams instead of the welding process currently employed.
In the drawings:
1G. 1 is a top elevation of our H-beam connector.
PEG. 2, an exploded perspective view of the connector together with the top of one H-beam and the bottom of another which are to be coupled during the pile driving.
FIG. 3, a section taken through line 33 of FIG. 1.
PEG. 4, a fragmentary sectional view taken on line 44- of PEG. 3.
It is understood that like numbers denote like parts and the invention may be variously referred to as a connector, sleeve or splice.
The connector 5 includes a pair of similarly dimensioned U-shaped channeled frames 6, arranged in back to back spaced relationship and having bases or webs '7, laterally extend ng flanges 8, with abruptly and outwardly angled flanges 9. The inner facing walls 10 of webs 7 are tapered small to bottom, that is constrained inwardly toward the midseotion 11 of connector 5 from the top and bottom of the webs 7 as depicted in FIGS. 1 and 4, while the outer surfaces of the flanges are similarly tapered-see FIGS. 1 and 3.
A plurality of pairs of cylindrical openings or uplift holes 1 2. are formed in the upper and lower medial regions of the web *7. As best shown in FIGS. 1 and 2, integral bracings 13 are formed in opposite corners of each of the U-shaped frames 6 at the midsections thereof, extend across the flanges S and partially across the webs 7 These braces 13 are designed to raise the section modulus of the H-beam connector sufficiently high enough to cause the flanges of the mating H-beam to be cold formed into alignment with each other. Bracings 13 also minimize the distortion due to the high welding heats required in assembling the H-beam sleeve.
Our H-beam connectors frames 6 may be fabricated of steel castings or equivalent material and in assembling a pair of plates 14 are Welded or otherwise secured to the outer ends of flanges 9 and said plates have integral extensions 15 extending above and below the connector 5 whose inner faces 16 are adapted to initially assist in guiding as lead edges the end of the to-be-driven H-beam into the connector. The whole assembly forms an integral peripheral sleeve adapted to encompass the web and flanges of the butting ends of H-beams.
Integral with the inner face 10 of one of the webs 7 are formed a pair of transversely extending lugs 17, welded to the adjacent face of the companion web 7 with the top of the lugs 17 coinciding with the center of the connector 5.
To receive the lugs 17 a pair of notches or slots 18 are formed in the top 19 of one end of the web 20 of the H-beam section 21 while the lower end 22 of web 23 of H-beain section 24 is not notched, and each of these H- beam sections have flanges 25.
In practicing our invention, the connector 5 is fitted over the driven H-beam 21 with the bottom of the to-be-driven beam 24 guided into the sleeve initially assisted by the lead edges or faces 16 of extension 15. With the walls of the frame constrained inwardly from the opposite outer ends toward the center of the connector, a compression or interference fit is provided and with the first few blows of the hammer on the to be driven pile section the ends of the pile butt together as illustrated in FIG. 3 and are seated Within and encompassed by the sleeve, with the lugs or ledges 17 fitting in notches 18 preventing the connector from sliding down the column.
With the walls of the frames encompassing both the webs and flanges of the butting ends of the pile sections oppositely tapered toward the center, misalignment and reasonable differences in commercial tolerances of the H-beams are corrected and the pile sections aligned upon the application of pressure and force to the beam section last inserted into the sleeve. The diameter of the openings at the opposite ends ofthe sleeve are greater than the opening or chamber in the center or midsection II with all surfaces in the walls of the chamber bearing tightly against the corresponding surface of the butting ends of the H- beams as illustrated in FIGS. 3 and 4.
One outstanding feature of our invention, to repeat, is that the pile sections which are usually fabricated of steel, are coupled together in the connector with the ends butting togethervwithin the peripheral sleeve, thus transmitting the driving force of the pile driver directly from one beam to the other with no intermediate member or material involved. A continuous column of inherent strength and rigidity is formed and the coupling is produced without welding. The pile connector was tested under the most rigid conditions and found eminently satisfactory as a non-welding coupling for joining the pile sections eliminating the costly and time consuming welding conventionally practiced for H-beam pile construction. And the compression or interference fit accomplishes continuous alignment of the pile sections, with the lead edges of the the plates facilitating guiding the H-beam butt ends into the connector chambers. The interference fit which will align the two H-beam sections and not distort the sleeve is insured by giving the sleeve section an appreciably higher section modulus than the H-beam; this is accomplished principally by bracing 13.
Under certain conditions it may be advisable to utilize the openings or uplift holes 12 and insert bolts through these and holes fired through the webs of the H-beams to lock the butt ends together.
While but two H-beams and one connector are illustrated in the drawing, additional units can be employed during the driving operation.
It is understood that modifications may be made in the fabricating, material proportions and arrangement without departing from the scope of the invention, as defined by the claims.
We claim:
1. In combination with two superimposed metal H- beams in end-to-end relationship, a connector comprising an H-shaped sleeve with a continuous periphery, having integral braced web and flange sections enclosing the P- beam webs and flanges of the adjacent butt ends of the H-beams, said sleeve having a continuous channel therethrough with the sleeve Converging inwardly from the opposite outer ends toward the center of the connector, forming a restricted section in the central portion of the sleeve, providing a close fitting between the sleeve and the end portions of the Webs and flanges of the butting H-bearns, one of the flange sections of the connector having an upwardly extending outside integral extension, the other flange section having an outside downwardly extending integral extension, said extensions for uiding the butt ends of the pile sections into the sleeve, means between and integral with the webs in the channel of the connector and extending downwardly from the midsection thereof engageable by the lower H-beam to prevent the connector from sliding down the lower H-beam during the driving operation and to ensure the H-beams butt together in the restricted section, the continuous channel through the sleeve providing end-to-end bearing of the sections of the H-beams, the ends thereof butting together with the top of one H -beam contiguous with the bottom of another H-beam within the H-bearn connector, forming a continuous column of the same metal material in the resulting foundation pile.
2. In a foundation pile the combination of two superimposed metal H -bearns in end-to-cnd relationship including a connector comprising (a) an H-shaped sleeve with a continuous periphery having integral centrally braced web and flange sections enciosing the H-beam webs and flanges of the adjacent butt ends of the H-beams,
(b) said sleeve having a continuous channel therethrough with the sleeve converging inwardly from its oppositeends toward the center of the connector forming a restrictedsection .in the central portion of the sleeve providing a close fitting between the sleeve and the butting H -beams,
(c) one of the flange sections having an upwardly extending outside integral extension,
((1') the other flange section having a downwardly extending outside integral extension,
(0) said extensions for guiding the butt ends of the pile sections into the sleeve,
(f) a plurality of ledges across the channel of the sleeve,
(g) notches in one of the webs of the butting H-beams for receiving the ledges of the sleeve,
(12) the butting ends of the superimposed H-beams being contiguous with each other in the sleeve forming a continuous column of the same metal material in the foundation pile,
(i) the butting ends of the H-beams joined in end-toend relationship within the sleeve.
3. In a foundation pile, an H-shaped sleeve with a continuous periphery for joining the butt ends of driven and to be driven metal H-beam pile sections including:
(a) a pair of U-shaped channeled frames each having a web and a pair of integral flanges respectively, a pair of abruptly angled flanges at the outer ends of said flanges,
(b) the channeled frames arranged back-to-back, with the channels facing away from each other,
(c) a pair of plates, each welded to and across the free ends of and joined to a respective pair of the angled flanges,
(d) one of the pair of plates having an integral extension extending above the plane of the upper edge of the flange and the other of the pair of plates having an integral extension extending below the plane of lower edge of the flange,
(e) a pair of ledges between the webs of the channeled frames below the centerline of the sleeve,
defining a continuous channel through the connector between the webs and flanges with a convergent exteriorily braced section in the center of the connector to receive the webs and flanges of the butt ends of the pile sections with the ledges acting as a stop for one of the butt ends, the pile sections joined within the sleeve forming a continuous column of foundation pile of the same metal material.
4. An H-shaped connector for joining the butt ends of H-beam pile sections including (a) a pair of U-shaped channeled frames each having a Web and a pair of integral flanges, an abruptly angled flange on the outer end of each of said flanges,
(b) the channeled frames arranged baclr-to-back with the channels facing away from each other,
(e) a pair of plates, each welded to and across the free ends of and joined to a respective pair of the angled flanges,
(d) one of the plates having an integral outer extension extending above the upper ends of the webs and flanges and the other plate having an integral outer extension extending below the lower ends of the webs and flanges.
(e) a pair of ledges between the inside walls of the webs,
the connector defining a central opening therethrough with a narrowed section in the center of the connector to receive, enclose and join the webs and flanges of the adjacent butt ends of the superimposed pile sections, one of the webs of the butting ends having slots to receive the ledges of the connector.
5. A connector as defined in claim 4 wherein the facing walls of the webs of the channeled frames are tapered 6 from the opposite ends toward the central portion of the connector and the outer walls of the flanges of the frames are similarly tapered to define two openings within the connector providing an interference fit for the H-beam webs and flanges of the abutting sections.
References Cited in the file of this patent UNITED STATES PATENTS 1,358,918 Arnandez et a1 Nov. 16, 1920 2,211,375 Greulich Aug. 13, 1940 2,284,458 Van Antwerp May 26, 1942 2,461,739 Kershaw et a1 Feb. 15, 1949 2,708,828 Pruyn May 24, 1955 2,874,547 Fiore et a1 Feb. 24, 1959

Claims (1)

1. IN COMBINATION WITH TWO SUPERIMPOSED METAL HBEAMS IN END-TO-END RELATIONSHIP, A CONNECTOR COMPRISING AN H-SHAPED SLEEVE WITH A CONTINUOUS PERIPHERY, HAVING INTEGRAL BRACED WEB AND FLANGE SECTIONS ENCLOSING THE HBEAM WEBS AND FLANGES OF THE ADJACENT BUTT ENDS OF THE H-BEAMS, SAID SLEEVE HAVING A CONTINUOUS CHANNEL THERETHROUGH WITH THE SLEEVE CONVERGING INWARDLY FROM THE OPPOSITE OUTER ENDS TOWARD THE CENTER OF THE CONNECTOR, FORMING A RESTRICTED SECTION IN THE CENTRAL PORTION OF THE SLEEVE, PROVIDING A CLOSE FITTING BETWEEN THE SLEEVE AND THE END PORTIONS OF THE WEBS AND FLANGES OF THE BUTTING H-BEAMS, ONE OF THE FLANGE SECTIONS OF THE CONNECTOR HAVING AN UPWARDLY EXTENDING OUTSIDE INTEGRAL EXTENSION, THE OTHER FLANGE SECTION HAVING AN OUTSIDE DOWNWARDLY EXTENDING INTEGRAL EXTENSION, SAID EXTENSIONS FOR GUIDING THE BUTT ENDS OF THE PILE SECTIONS INTO THE SLEEVE, MEANS BETWEEN AND INTEGRAL WITH THE WEBS IN THE CHANNEL OF THE CONNECTOR AND EXTENDING DOWNWARDLY FROM THE MID-SECTION THEREOF ENGAGEABLE BY THE LOWER H-BEAM TO PREVENT THE CONNECTOR FROM SLIDING DOWN THE LOWER H-BEAM DURING THE DRIVING OPERATION AND TO ENSURE THE H-BEAMS BUTT TOGETHER IN THE RESTRICTED SECTION, THE CONTINUOUS CHANNEL THROUGH THE SLEEVE PROVIDING END-TO-END BEARING OF THE SECTIONS OF THE H-BEAMS, THE ENDS THEREOF BUTTING TOGETHER WITH THE TOP OF ONE H-BEAM CONTIGUOUS WITH THE BOTTOM OF ANOTHER H-BEAM WITHIN THE H-BEAM CONNECTOR, FORMING A CONTINUOUS COLUMN OF THE SAME METAL MATERIAL IN THE RESULTING FOUNDATION PILE.
US168050A 1962-01-23 1962-01-23 H-beam pile connectors Expired - Lifetime US3119635A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US168050A US3119635A (en) 1962-01-23 1962-01-23 H-beam pile connectors

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US168050A US3119635A (en) 1962-01-23 1962-01-23 H-beam pile connectors

Publications (1)

Publication Number Publication Date
US3119635A true US3119635A (en) 1964-01-28

Family

ID=22609888

Family Applications (1)

Application Number Title Priority Date Filing Date
US168050A Expired - Lifetime US3119635A (en) 1962-01-23 1962-01-23 H-beam pile connectors

Country Status (1)

Country Link
US (1) US3119635A (en)

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3333429A (en) * 1965-04-06 1967-08-01 John J Dougherty H-beam piling
US3522684A (en) * 1967-10-18 1970-08-04 Abraham Grossman Water barrier coupling means for vertical mullions
US3579908A (en) * 1969-05-12 1971-05-25 John Robert Morgan Support for growing plants
US3732654A (en) * 1970-07-31 1973-05-15 Hitachi Shipbuilding Eng Co Cylindrical structure
US3796056A (en) * 1972-04-18 1974-03-12 Apf Corp H-pile combination with projecting plate means
US4344716A (en) * 1980-12-08 1982-08-17 Fmc Corporation Beam joining apparatus
DE19640669A1 (en) * 1996-10-02 1998-04-16 Hochtief Ag Hoch Tiefbauten Steel vertical support for trench lining construction
US6684577B2 (en) 2000-11-22 2004-02-03 Mark Dimitrijevic Support system for lifting and leveling existing buildings that utilizes non-cylindrical support sections and a vertically-adjustable cap that enables the building to be easily raised or lowered to a desired height
US6705053B2 (en) 2000-11-22 2004-03-16 Mark Dimitrijevic Method and apparatus for utilizing non-cylindrical support sections to lift and level existing buildings from a location underneath the buildings
US6763636B2 (en) * 2001-03-06 2004-07-20 Mark Dimitrijevic Method and apparatus for stabilizing a support system utilized for lifting and leveling existing buildings
US20050224667A1 (en) * 2004-02-19 2005-10-13 John Whale Luke R Fixing device and method
US20060120810A1 (en) * 2006-02-14 2006-06-08 Cinquino John V Adjustable Pile Splicing Apparatus, System, Method,and Product-by-Process
US20170121960A1 (en) * 2015-10-28 2017-05-04 Gary Alan Ledford Roll Form Framing System
US9845584B1 (en) * 2016-08-21 2017-12-19 Richard Christian Goldammer Barrier panel connecting clip and method
US9863114B2 (en) 2015-05-11 2018-01-09 Pier Tech Systems, Llc Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements
WO2018164101A1 (en) * 2017-03-07 2018-09-13 構法開発株式会社 Coupling structure and construction structure body
USD879326S1 (en) 2018-02-23 2020-03-24 Thomas G. Hendry Structural beam for a screen enclosure assembly
US10626572B2 (en) 2016-08-21 2020-04-21 Richard Christian Goldammer Barrier panel connecting clip and method
US10738457B1 (en) * 2015-03-17 2020-08-11 Thomas G. Hendry Screen support assembly with wide lateral support efficiency
US10844569B2 (en) 2015-05-11 2020-11-24 Pier Tech Systems, Llc Modular foundation support systems and methods including shafts with interlocking, self-aligning and torque transmitting couplings
USD941499S1 (en) 2018-02-23 2022-01-18 Thomas G. Hendry T-bracket for a screen enclosure assembly
USD954301S1 (en) 2020-01-20 2022-06-07 Thomas G. Hendry Structural beam for a screen enclosure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1358918A (en) * 1920-05-12 1920-11-16 Arnandez Yves Joint-lock
US2211375A (en) * 1938-12-14 1940-08-13 Gerald G Greulich Splice for steel bearing piles
US2284458A (en) * 1940-06-22 1942-05-26 Earl B Van Antwerp Educational building setup for rough plumbing
US2461739A (en) * 1946-06-11 1949-02-15 Kershaw Knox Pile splice
US2708828A (en) * 1953-02-19 1955-05-24 Francis L Pruyn Coupling for pile sections
US2874547A (en) * 1956-04-18 1959-02-24 Fiore Pile driving point and ram for open end pipe piles and h-beam bearing piles

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1358918A (en) * 1920-05-12 1920-11-16 Arnandez Yves Joint-lock
US2211375A (en) * 1938-12-14 1940-08-13 Gerald G Greulich Splice for steel bearing piles
US2284458A (en) * 1940-06-22 1942-05-26 Earl B Van Antwerp Educational building setup for rough plumbing
US2461739A (en) * 1946-06-11 1949-02-15 Kershaw Knox Pile splice
US2708828A (en) * 1953-02-19 1955-05-24 Francis L Pruyn Coupling for pile sections
US2874547A (en) * 1956-04-18 1959-02-24 Fiore Pile driving point and ram for open end pipe piles and h-beam bearing piles

Cited By (28)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3333429A (en) * 1965-04-06 1967-08-01 John J Dougherty H-beam piling
US3522684A (en) * 1967-10-18 1970-08-04 Abraham Grossman Water barrier coupling means for vertical mullions
US3579908A (en) * 1969-05-12 1971-05-25 John Robert Morgan Support for growing plants
US3732654A (en) * 1970-07-31 1973-05-15 Hitachi Shipbuilding Eng Co Cylindrical structure
US3796056A (en) * 1972-04-18 1974-03-12 Apf Corp H-pile combination with projecting plate means
US4344716A (en) * 1980-12-08 1982-08-17 Fmc Corporation Beam joining apparatus
DE19640669A1 (en) * 1996-10-02 1998-04-16 Hochtief Ag Hoch Tiefbauten Steel vertical support for trench lining construction
DE19640669C2 (en) * 1996-10-02 2000-09-14 Hochtief Ag Hoch Tiefbauten Procedure for creating a construction pit shoring
US6684577B2 (en) 2000-11-22 2004-02-03 Mark Dimitrijevic Support system for lifting and leveling existing buildings that utilizes non-cylindrical support sections and a vertically-adjustable cap that enables the building to be easily raised or lowered to a desired height
US6705053B2 (en) 2000-11-22 2004-03-16 Mark Dimitrijevic Method and apparatus for utilizing non-cylindrical support sections to lift and level existing buildings from a location underneath the buildings
US6763636B2 (en) * 2001-03-06 2004-07-20 Mark Dimitrijevic Method and apparatus for stabilizing a support system utilized for lifting and leveling existing buildings
US7805910B2 (en) * 2004-02-19 2010-10-05 Illinois Tool Works Inc Fixing device and method
US20050224667A1 (en) * 2004-02-19 2005-10-13 John Whale Luke R Fixing device and method
US7354224B2 (en) * 2006-02-14 2008-04-08 Cinquino John V Adjustable pile splicing apparatus, system, method, and product-by-process
US20060120810A1 (en) * 2006-02-14 2006-06-08 Cinquino John V Adjustable Pile Splicing Apparatus, System, Method,and Product-by-Process
US10738457B1 (en) * 2015-03-17 2020-08-11 Thomas G. Hendry Screen support assembly with wide lateral support efficiency
US10844569B2 (en) 2015-05-11 2020-11-24 Pier Tech Systems, Llc Modular foundation support systems and methods including shafts with interlocking, self-aligning and torque transmitting couplings
US9863114B2 (en) 2015-05-11 2018-01-09 Pier Tech Systems, Llc Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements
US10294623B2 (en) 2015-05-11 2019-05-21 Pier Tech Systems, Llc Interlocking, self-aligning and torque transmitting coupler assembly, systems and methods for connecting, installing, and supporting foundation elements
US11525232B2 (en) 2015-05-11 2022-12-13 Pier Tech Systems, Llc Modular foundation support systems and methods including shafts with interlocking torque transmitting couplings
US9803351B2 (en) * 2015-10-28 2017-10-31 Gary Alan Ledford Roll form framing system
US20170121960A1 (en) * 2015-10-28 2017-05-04 Gary Alan Ledford Roll Form Framing System
US9845584B1 (en) * 2016-08-21 2017-12-19 Richard Christian Goldammer Barrier panel connecting clip and method
US10626572B2 (en) 2016-08-21 2020-04-21 Richard Christian Goldammer Barrier panel connecting clip and method
WO2018164101A1 (en) * 2017-03-07 2018-09-13 構法開発株式会社 Coupling structure and construction structure body
USD879326S1 (en) 2018-02-23 2020-03-24 Thomas G. Hendry Structural beam for a screen enclosure assembly
USD941499S1 (en) 2018-02-23 2022-01-18 Thomas G. Hendry T-bracket for a screen enclosure assembly
USD954301S1 (en) 2020-01-20 2022-06-07 Thomas G. Hendry Structural beam for a screen enclosure

Similar Documents

Publication Publication Date Title
US3119635A (en) H-beam pile connectors
US2708828A (en) Coupling for pile sections
US3685866A (en) Connector for structural steel
JP3043389B2 (en) Connection head for scaffold
KR101509100B1 (en) Excellent workability H-beam adapter
JP6863776B2 (en) Fitting structures and building structures
US2141107A (en) Splice for steel bearing piles
US3593532A (en) Concrete pile sections and joints therefor
WO2019074050A1 (en) Joint structure for h-beam
US7354224B2 (en) Adjustable pile splicing apparatus, system, method, and product-by-process
US3442542A (en) Method and means for joining h-form structural columns and beams
US3499258A (en) Assembled steel structure sections
JP2018044325A (en) Short strut material and short strut type timbering
JP3336430B2 (en) Vertical joints for steel pipe sheet piles
US2291014A (en) Joint structure
US2211375A (en) Splice for steel bearing piles
US3732654A (en) Cylindrical structure
DE10261604A1 (en) Connection establishment of column steel tubes
KR101018006B1 (en) Connection method for jointing piles
AU2020451350A1 (en) Joining hardware
US2978874A (en) Splicer clip unit for h-beam bearing piles
KR102558048B1 (en) Double socket type shaft member connection structure and connection method for preventing buckling of shaft member connection part
JP3494596B2 (en) Steel material for foundation pile and retaining soil
JP2629442B2 (en) Connection structure of beam members
CN217150187U (en) High-reliability precast pile connecting structure and whole pile structure