US973591A - Sectional dredge. - Google Patents

Sectional dredge. Download PDF

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US973591A
US973591A US43046008A US1908430460A US973591A US 973591 A US973591 A US 973591A US 43046008 A US43046008 A US 43046008A US 1908430460 A US1908430460 A US 1908430460A US 973591 A US973591 A US 973591A
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hull
bars
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George E Turner
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H L WEISER
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/36Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes mounted on road or rail vehicles; Manually-movable jib-cranes for use in workshops; Floating cranes

Definitions

  • Patented 0011251910 Patented 0011251910.
  • My invention relates to improvements in sectional steel dredges, and it relates more particularly to that class of dredges which are used for ditching.
  • the object of my invention is to provide a sectional dredge, the sections of which will be constructed in such a manner that the machine may be readil set-up for operation in the field, and easi y and quickly taken apart when desired for transportation.
  • a further object of my invention is to provide a machine which can be easily and quickly converted from a bank-spud machine into one of the vertical spud type and vice versa.
  • a further object of my invention is to provide a construction in sectional dredges by which the weight of the operating parts may be so supported as to be distributed over a number of the sections of the machine.
  • a further object of my invention is to improve, simplify and cheapen the construction of machines of this character.
  • Figure 1 is a side elevation of a device em. odyin my invention.
  • Fig. 2 is a top plan View 6 the sama Fig. 3 is a front elevation of the same.
  • Fig. 4 is also a front elevation showing the auxiliary or side pontoons.
  • Fig. 5 is a sectional view on the line a; a: of Fig. 2.
  • Fig. 6, is a sectional view on the line 1 y of Fig; 2.
  • Fig. 7 is a vertical sectional view 100 ing to the rear, the section being taken just in front of the frame and its support.
  • Fig. 8 is a detail plan view of the su port for the A-frame and its connections wit the pontoon section.
  • Each of these pontoon sections is preferably constructed of sheet steel open at the top, and suitably braced and stiffened. I have not shown the manner of stiffening and bracing these pontoon sections as any suitable construction for this purpose ma be employed.
  • Secured to the top edge of t e adjacent ends of each of the said sections is a transverse angleiron bar a which bars not only serve as additional stifieners for the sections but also one of the means for attaching the superstructure or frame to the pontoon sections, as hereinafter described.
  • These pontoon sections, a a are arranged end to end and adapted to support the superstructure and operating mechanism of the dredge.
  • b I) are a series of angle-iron bars arranged longitudinally on each side of the pontoon sections and extending throughout their length, these bars forming the base of the superstructure or frame work.
  • These bars, 6, are connected together and also to the respective pontoon sections, a a, by plates, 0, c 0 c 0 said plates being riveted to said bars by shop rivets, except at the juncture of the bars, and being connected to the pontoon sections, a, by field bolts.
  • shop rivets by black circles and the field bolts by open circles, not only in connection with these plates, but also at all other points where rivets-and bolts are employed.
  • the bars, 6, in practice are formed of such length as to extend over at least four of the pontoon sections, but in the drawings I have shown one of the bars as of a shorter length and extending over but two of the sections.
  • forward bar is the longer one and extends over the first four forward sections.
  • the plate 0 forms the juncture between the two bars and is shown as riveted to the rear bar, Z), by shop rivets and bolted to the forward bar by field bolts. It will of course be understood that these bars I) may be made of any suitable length and extend over as many sections as will be found practicable.
  • trusses Secured to the cross bars, a of the respective sections, a, and also to the respective plates, 0, c c c 0*, are a series of transverse bents or trusses, at.
  • These trusses, d are built up preferably in one piece at the factory of angle-irons laced together in the usual Way, although if desired these" trusses might be constructed in separate partsand bolted together in the field.
  • the trusses, d are constructed on each side of Vertical angle-irons laced together, the outer angleirons, d being bolted to the respective plates, 0,0 etc.
  • longitudinal angle-iron bars, e corresponding to the bars, 6.
  • the bars, 6, are secured to the trusses, d, in any suitable manner but pref erably through the medium of a series of top plates, f, and side plates, g, which plates aresecured to the bars, 6, by shop rivets eX- cept at the joints, where one-half of the respective plates, f and 9!, will be riveted to' one bar and the other half bolted to the adjacent bar by field bolts in the manner described in connection with the lower bars, 6, and plates, 0, 0 etc.; these plates f and 9, being bolted by field bolt-s to the respective angle-irons composing the trusses.
  • the trusses of the frame are further connected at the top by a series of diagonal bars, h, and at the sides by a series of diagonal bars, h these bars being bolted to the plates, 0, 0 etc. and f and g, by field bolts.
  • the bars, 71. are preferably riveted to a central plate, which will be bolted to the trusses, cl, by field bolts.
  • the boom for the dipper, the A-frame, and the spud carrying frame are mounted at the forward part of the machine and I have so supported these various parts that their Weight and strain will be distributed over a number of the pontoon sections.
  • the angle iron bar, 6, extends over and is connected to preferably four of the pontoon sections and the plate, 0, also extends over several of the sections and is connected to the bar, I), and the said sections.
  • A-frame p is constructed in any suitable manner and is supported upon a frame work made up of two' transverse channels, 70 79 connected together in the usual way. These channels are connected to the plate, 0, by
  • angle-iron plates 79 and each channel iron has secured at each end laterally extending plates, 19' p5, whichplates extend through slots in the respective plates, 0, and are connected to plates, c connected to the outside of the large plate, 0, each of'the plates, 0, being secured between the respective plates p and 19 which latter platesare secured to opposite sides. of the vertical portion of said beam,
  • These projecting portions, 12 79 and the plates, 0 are adapted to form pivots for braces as hereinafter fully explained.
  • the turn-table, m, for the boom is supported on a similar frame work made up of channel irons, m m su tably connected tog ther. This Support is secured at each end the usual. way of channel iron or I-beams,
  • j j suitably laced together.
  • These beams are supported by vertical angle-iron supports, j f.
  • the vertical supports,j are connected tothe respective plates, 0, and also to the plates, 0 at their lower ends, and at their up er ends are secured to the channel irons, j j through the medium of plates, j.
  • Thetop beams, j f are extended laterally and arranged at their ends to receive the spuds, 0.
  • Arranged between these beams is a channel shaped guide, j and the beams are tied together at their respective ends by plates, j so that the respective spuds will be confined between this guide, j, and the blocks or plates, j, in the ends of the beams but per mitted to slide freely therethrough.
  • spuds are provided with the usual means for raising and lowering them, Pivotally' con-. nected to the lower ends of each of the spuds is a brace 04, which will be pivoted to a pin or bolt, 0 extending through the laterally projecting plates, 72 p and also through the plates, 0 'connectedthereto.
  • These spuds are arranged to be used either as bank-spuds or vertical-spuds.
  • Fig. 3 the spuds are shown in position for use as. bank-spuds in which position the braces, 0 are employed.
  • spuds are shown in position for use as vertical spuds, in which position of use the extra side pontoon sections, a a 5 are employed.
  • auxiliary side pontoon sections, a are constructed in any suitable manner but preferably similar to the main sections, a a.
  • pontoons on each Side will, have connected there- 130 OX, 0 into which the respective spuds, 0, will be rec'eivedthe feet 0", of hese spuds having been first removed.
  • the structure is further braced and stiffened by brace rods, 0". These brace rods are secured at their lower .ends to outer sidesof-the side sections and at theirupper ends to the plates j.
  • the sections of the hull as formed of pontoons, yet it is obvious that the hull might be made up of openended sections, suitably connected together, so as to form when assembled a continuous hull; the respective end sections, of course, being closed at one of their ends. If desired, partitions could be inserted between the respective sections to provide not only a series of water-tight compartments, but also to brace and strengthen the hull.
  • the hull thus formed would also be braced and strengthened in any other suitable manner to give the required strength for supporting the machinery, such as the winding drums, engines, etc.
  • the superstructure is so formed as to assist to stiffen and strengthen the hull, but this construction might be modified and the hull so braced and stiffened as to carry the load of the machinery outside of the boom, A-frame and spud-carrying frame, so that it would be necessary to provide but a light super-structure for the purpose of supporting the roof and inclosing walls of the cabin.
  • a series of hull sections a frame work also formed in sections mounted upon said hull sections, a single integral piece of said frame work being secured to two or more of said hull sections at each side thereof, and supports for the operating mechanism connected to said integral piece, substantially as and for the purpose specified.
  • a series of hull sections a super-structure mounted upon said sections, said-superstructure comprising angle-iron base rails, two plates one on each side connecting said base rails with two or more of said hull sections, and supports for the boom, A-frame, and spud carrying frame connected to said plates, substantially as and for the purpose specified.
  • a series of hull sections a super-structure mounted upon said hull sections, two plates one on each side connecting the base of said super-structure with two or more of said hull sections, brace rods extending from said plates to the upper part of said super-structure, and supports for the boom, A-frame, and the spud carrying frame connected to said plates, substantially as and for the purpose specified;
  • a series of hull sections a super-structure mounted upon said hull sections, said superstructure consisting of longitudinal base rails removably connected to said sections, and a series of transverse trusses connected to said base rails and also to said hull sections, said trusses being connected together,
  • a series of hull sections a super-structure mounted upon said hull sections, said superstructure comprising a series of angle-iron base rails, plates connecting said base rails together and also to said hull sections, and a series of transverse trusses connected to said plates, said trusses bein connected together, substantially as and or the purpose specified.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Description

T Q i G. E. TURNER. I SEOTIONAL DBEDGE. APPLICATION Hum MAY 2, mos.
973,591, Patented 0012.25, 1910.
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I SEOTIONAL DREDGE.
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Patented 0%.125, 1910.
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SEOfIIONAL- DBEDGE. APPLICATION FILED mun. 1908. 4
Patented Oct. 25, 1910.
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G. E. TURNER SEDTIONAL DREDGB. nrmoumn Hum an 2, 190a.
Patented Oct. 25, 1910.'
6 SHEETS-SHEET 5.
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Patented 0011251910.
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UNITED STATES PATENT OFFICE.
GEORGE E. TURNER, OF BELLEFONTAINE, OHIO, ASSIGNOR OF ONE-TENTH TO H. L. WEISER, 0F BELLEFON'I'A-INE, OHIO.
SECTIONAL DREDGE.
Specification of Letters Patent.
Patented Oct. 25, 1910.
Application filed May 2, 1908. Serial No. 430,460.
To all whom it may concern: 1
Be it known that I, GEORGE E. TURNER, a citizen of the United States, residing at Bellefontaine, in the county of Logan and State of Ohio, have invented certain new and useful Improvements in Sectional Dredges, of which the following is a specification.
My invention relates to improvements in sectional steel dredges, and it relates more particularly to that class of dredges which are used for ditching.
The object of my invention is to provide a sectional dredge, the sections of which will be constructed in such a manner that the machine may be readil set-up for operation in the field, and easi y and quickly taken apart when desired for transportation.
A further object of my invention is to provide a machine which can be easily and quickly converted from a bank-spud machine into one of the vertical spud type and vice versa.
A further object of my invention is to provide a construction in sectional dredges by which the weight of the operating parts may be so supported as to be distributed over a number of the sections of the machine.
A further object of my invention is to improve, simplify and cheapen the construction of machines of this character.
My invention consists in the constructions of parts hereinafter described and set forth in the claims.
In the accompanying drawin s Figure 1 is a side elevation of a device em. odyin my invention. Fig. 2 is a top plan View 6 the sama Fig. 3 is a front elevation of the same. Fig. 4 is also a front elevation showing the auxiliary or side pontoons. Fig. 5 is a sectional view on the line a; a: of Fig. 2. Fig. 6, is a sectional view on the line 1 y of Fig; 2. Fig. 7 is a vertical sectional view 100 ing to the rear, the section being taken just in front of the frame and its support. Fig. 8 is a detail plan view of the su port for the A-frame and its connections wit the pontoon section.
Like parts are represented by similar characters of reference in the several views.
a a re resent a series of hull sections, preferably s own in the drawings as formed in the nature of pontoons. Each of these pontoon sections is preferably constructed of sheet steel open at the top, and suitably braced and stiffened. I have not shown the manner of stiffening and bracing these pontoon sections as any suitable construction for this purpose ma be employed. Secured to the top edge of t e adjacent ends of each of the said sections is a transverse angleiron bar a which bars not only serve as additional stifieners for the sections but also one of the means for attaching the superstructure or frame to the pontoon sections, as hereinafter described. These pontoon sections, a a, are arranged end to end and adapted to support the superstructure and operating mechanism of the dredge.
b I) are a series of angle-iron bars arranged longitudinally on each side of the pontoon sections and extending throughout their length, these bars forming the base of the superstructure or frame work. These bars, 6, are connected together and also to the respective pontoon sections, a a, by plates, 0, c 0 c 0 said plates being riveted to said bars by shop rivets, except at the juncture of the bars, and being connected to the pontoon sections, a, by field bolts. In the drawings I have indicated the shop rivets by black circles and the field bolts by open circles, not only in connection with these plates, but also at all other points where rivets-and bolts are employed. The bars, 6, in practice, are formed of such length as to extend over at least four of the pontoon sections, but in the drawings I have shown one of the bars as of a shorter length and extending over but two of the sections. The
forward bar is the longer one and extends over the first four forward sections. The plate 0 forms the juncture between the two bars and is shown as riveted to the rear bar, Z), by shop rivets and bolted to the forward bar by field bolts. It will of course be understood that these bars I) may be made of any suitable length and extend over as many sections as will be found practicable.
Secured to the cross bars, a of the respective sections, a, and also to the respective plates, 0, c c c 0*, are a series of transverse bents or trusses, at. These trusses, d, are built up preferably in one piece at the factory of angle-irons laced together in the usual Way, although if desired these" trusses might be constructed in separate partsand bolted together in the field. The trusses, d, are constructed on each side of Vertical angle-irons laced together, the outer angleirons, d being bolted to the respective plates, 0,0 etc. by field bolts, and the bottoms of these angle-iron bars being bolted to the respective bars, at, of adjacent sections; through the medium of projecting feet, (Z secured to or forming an integral part of plates d which plates are riveted to the respective angle-iron bars composing the sides of the trusses, as shown. These trusses, d,
are connected together at the top by. longitudinal angle-iron bars, e, corresponding to the bars, 6. The bars, 6, are secured to the trusses, d, in any suitable manner but pref erably through the medium of a series of top plates, f, and side plates, g, which plates aresecured to the bars, 6, by shop rivets eX- cept at the joints, where one-half of the respective plates, f and 9!, will be riveted to' one bar and the other half bolted to the adjacent bar by field bolts in the manner described in connection with the lower bars, 6, and plates, 0, 0 etc.; these plates f and 9, being bolted by field bolt-s to the respective angle-irons composing the trusses. The trusses of the frame are further connected at the top by a series of diagonal bars, h, and at the sides by a series of diagonal bars, h these bars being bolted to the plates, 0, 0 etc. and f and g, by field bolts. The bars, 71., are preferably riveted to a central plate, which will be bolted to the trusses, cl, by field bolts. I
The boom for the dipper, the A-frame, and the spud carrying frame are mounted at the forward part of the machine and I have so supported these various parts that their Weight and strain will be distributed over a number of the pontoon sections. As before stated the angle iron bar, 6, extends over and is connected to preferably four of the pontoon sections and the plate, 0, also extends over several of the sections and is connected to the bar, I), and the said sections. The
A-frame p, is constructed in any suitable manner and is supported upon a frame work made up of two' transverse channels, 70 79 connected together in the usual way. These channels are connected to the plate, 0, by
angle-iron plates 79 and each channel iron has secured at each end laterally extending plates, 19' p5, whichplates extend through slots in the respective plates, 0, and are connected to plates, c connected to the outside of the large plate, 0, each of'the plates, 0, being secured between the respective plates p and 19 which latter platesare secured to opposite sides. of the vertical portion of said beam, These projecting portions, 12 79 and the plates, 0 are adapted to form pivots for braces as hereinafter fully explained.
The turn-table, m, for the boom is supported on a similar frame work made up of channel irons, m m su tably connected tog ther. This Support is secured at each end the usual. way of channel iron or I-beams,
j j suitably laced together. These beams are supported by vertical angle-iron supports, j f. The vertical supports,j are connected tothe respective plates, 0, and also to the plates, 0 at their lower ends, and at their up er ends are secured to the channel irons, j j through the medium of plates, j. Thetop beams, j f, are extended laterally and arranged at their ends to receive the spuds, 0. Arranged between these beams is a channel shaped guide, j and the beams are tied together at their respective ends by plates, j so that the respective spuds will be confined between this guide, j, and the blocks or plates, j, in the ends of the beams but per mitted to slide freely therethrough. These spuds are provided with the usual means for raising and lowering them, Pivotally' con-. nected to the lower ends of each of the spuds is a brace 04, which will be pivoted to a pin or bolt, 0 extending through the laterally projecting plates, 72 p and also through the plates, 0 'connectedthereto. These spuds are arranged to be used either as bank-spuds or vertical-spuds. In Fig. 3 the spuds are shown in position for use as. bank-spuds in which position the braces, 0 are employed. In Figl'4 the spuds are shown in position for use as vertical spuds, in which position of use the extra side pontoon sections, a a 5 are employed.
The auxiliary side pontoon sections, a are constructed in any suitable manner but preferably similar to the main sections, a a.
They are secured to the main sections preferably by the same bolts which Secure the plates, a 0 etc. to the main sections by simply extending the bolts through these side sections. The purpose of these pontoon Sections is to add additional boom capacitywhen the spuds are used in the vertical position, a somewhat longer boom bein used for the purpose of cutting a wider distance than would be possiblewhen the spuds were used as bank spuds. When these side pon toon sections'are used the braces, 0 willbe removed and other braces, 0 0- will be connected to the pivotal point, 0 and also connected to the side ontoons in any suitable manner. One of t ese auxiliary side. pontoons on each Side will, have connected there- 130 OX, 0 into which the respective spuds, 0, will be rec'eivedthe feet 0", of hese spuds having been first removed. When the pQn-a toon sections are used the structure is further braced and stiffened by brace rods, 0". These brace rods are secured at their lower .ends to outer sidesof-the side sections and at theirupper ends to the plates j.
It will be 6. 11 from the construction described that I have provided a sectional dredge whichcan be easily set up in thefield and taken apart for transportation. By the construction it is possible to-neadily detach any one of the pontoon sections, a, and re move it for the purpose of repair. Also by the construction employed the weight and strain will be distributed over a wide range. For instance, in the forward part of the machine it will be seen that the frames. or supports for the boom turn-table, the A-frame, and the spud carrying frame are all secured to the large plates, 0, and these plates are themselves secured to a number of pontoon sections so that the weight of these various parts and the strains brought upon them will be distributed throughout the different sections.
While I have shown the sections of the hull as formed of pontoons, yet it is obvious that the hull might be made up of openended sections, suitably connected together, so as to form when assembled a continuous hull; the respective end sections, of course, being closed at one of their ends. If desired, partitions could be inserted between the respective sections to provide not only a series of water-tight compartments, but also to brace and strengthen the hull. The hull thus formed would also be braced and strengthened in any other suitable manner to give the required strength for supporting the machinery, such as the winding drums, engines, etc.
In the construction shown in the drawings, the superstructure is so formed as to assist to stiffen and strengthen the hull, but this construction might be modified and the hull so braced and stiffened as to carry the load of the machinery outside of the boom, A-frame and spud-carrying frame, so that it would be necessary to provide but a light super-structure for the purpose of supporting the roof and inclosing walls of the cabin.
Having thus described my invention, I claim:
1. In a machine of the character described, a series of hull sections, a frame work also formed in sections mounted upon said hull sections, a single integral piece of said frame work being secured to two or more of said hull sections at each side thereof, and supports for the operating mechanism connected to said integral piece, substantially as and for the purpose specified.
2. In amachine of the character described, a series of hull sections, a super-structure supported b said hull sections, plates connecting sai super-structure and said hull sections, one plate on each side of the machine, said plates extended over two 01- moms of said sections, and supports for the operating mechanisrnasecured to said ptates, substantially as and for the purpose specified.
3. Inamachineof the character described, a series of hull sections, a super-structure mounted upon said sections, said-superstructure comprising angle-iron base rails, two plates one on each side connecting said base rails with two or more of said hull sections, and supports for the boom, A-frame, and spud carrying frame connected to said plates, substantially as and for the purpose specified.
4. In amachine of the character described, a series of hull sections, a super-structure mounted upon said hull sections, two plates one on each side connecting the base of said super-structure with two or more of said hull sections, brace rods extending from said plates to the upper part of said super-structure, and supports for the boom, A-frame, and the spud carrying frame connected to said plates, substantially as and for the purpose specified;
5. In a machine of the character described, a series of hull sections, a super-structure mounted upon said hull sections, said superstructure consisting of longitudinal base rails removably connected to said sections, and a series of transverse trusses connected to said base rails and also to said hull sections, said trusses being connected together,
Eulastantially as and for the purpose speci- 6. In amachine of the character described, a series of hull sections, a super-structure mounted upon said hull sections, said superstructure comprising a series of angle-iron base rails, plates connecting said base rails together and also to said hull sections, and a series of transverse trusses connected to said plates, said trusses bein connected together, substantially as and or the purpose specified.
7. In a machine of the character described, a series of hull sections, a single integral plate on each side of said sections extended over two or more of the same and secured thereto, and .supports for the operating mechanism extending transversely across said sections and secured to said plates, substantially as specified.
8. In a machine of the character described, a series of separate hull sections removably secured together, a supporting frame work supported by said hull sections,said frame work comprising two longitudinally extending plates extending over and secured to two or more of said sections, and supports for the operating mechanism extending transversely across saidsections and secured to said plates, substantially as specified.
9. In amachine of the character described,
a series of hull sections, a su porting frame nected with said plates, substantially as 10 work. mounted on said hul sections, said specified.
frame work comprising longitudinally-ex- In testimony whereof, I have hereunto set tending angle-iron base rails, two hlon itudimy hand this 27th day of April 1908. 5 nally-extending lates one on eac si e con-' I nected with said base rails and also with GEORGE TURNER two or more of said sections, and supports Witnesses: for the operatlng In'echamsm extending EDMUND J. BROPHY, transversely across said sections and con- ELIZABETH B. TURNER.
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