US745453A - Pilot-sheeting. - Google Patents

Pilot-sheeting. Download PDF

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Publication number
US745453A
US745453A US15640703A US1903156407A US745453A US 745453 A US745453 A US 745453A US 15640703 A US15640703 A US 15640703A US 1903156407 A US1903156407 A US 1903156407A US 745453 A US745453 A US 745453A
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sheeting
pilot
driven
obstruction
path
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US15640703A
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Duncan D Mcbean
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02Sheet piles or sheet pile bulkheads

Definitions

  • My invention relates to devices employed in building coifer-dams and in excavating for sewer and tunnel construction, its object being to provide means for the removal of ebstrnctions in the earth to permit the driving of sheeting to serve as a dam or sustainingwall; and it consists in the features of construction hereinafter described and claimed.
  • the invention forming the subject-matter of this application is specially adapted for use in connection with my improved composite or built-up sheeting for deep excavation work, which forms the subject-matter of an application for patent of even date herewith.
  • compact earth, gravel, and boulders are frequently encountered at considerable depths, the removal or penetrating of which is absolutely necessary to enable the sheeting to be driven in place.
  • My invention serves this desired purpose of removing such obstructions and providing a free path for the sheeting.
  • my improvement in advance of the driving of the sheeting. In other cases it is brought inte use whenevera sheeting in the course of being driven encounters an obstacle.
  • Figure l is an elevation of part of the side wall of an excavation, showing two of my composite shootings in place and a series of four of my improved pilot-sheetings adjacent the same, illustrating how their position locates and determines the general dimensions of the boulder.
  • Figs. 2 and 3 are central longitudinal sections of the lower end of aA pilot-sheeting, the plane of section in one being at an angle of ninety degrees with that of the other.
  • Fig. et is a cross-section of the same on line x of Fig. 2.
  • Fig. 5 is a like cross-section on line y y of Fig. 2.
  • Fig. 6 is a cross-section on line az of Fig. 2 g and
  • Fig. 7 is a view similar to that of Fig. 1, showing one of the pilot-sheetings withdrawn and a timber of the same size, constituting a drill-guide, substituted therefor and indicating also in dotted lines the drill penetrating the obstruction.
  • 1 represents the composite or wooden sheeting
  • 2 the earth wall of the excavation on each side of the sheetings
  • 3 the walings, which serve as guides and supports for the sheeting 1 while being driven.
  • A represents my improved pilot-sheeting, preferably square and of the dimensions of of one of the three members ofthe composite sheeting.
  • l preferably employ four of these pilot-sheetings, as shown in Figs. 1 and '7, so that three of them will prepare the path for vthe wooden sheeting, while the .fourth remains in place as a guide and support for the wooden sheeting when being driven.
  • the top or body portion of the pilot-sheeting is formed, preferably, of U-shaped structural steel 4, the depressed portion of which is filled with pieces 5, while plates 6 are bolted to the edges of the pieces 4 'remake the structure square, with a hollow interior 7.
  • the lower end of the sheeting is made up of the rectangular casting 8,.h aving plates 6 screwed on the faces adjacent to the other sheeting.
  • the core or block 8 is reduced and faced on all four sides with steel cutting-plates 10, which project below the body and are provided with cutting edgesv to assist in the forcing of the same through the soil.
  • the plate on the left-hand side of Fig.2 is slightly shorter than the'others, furnishing, therefore, a vent for the escape of material as forced out by water, as hereinafter described.
  • Extending axially through the block 8 is a passageV 11, having its lower portion 12 preferably reduced or throttled.
  • the pipe 13 which communicates, by means of a pipe or hose 14, withl a source of water under pressure. p driven downward water is forced through the IOC As the pilot-sheeting is.
  • the method of use is as follows:
  • the composite shootings 1 may be driven serially in the ordinary course of the work to form the wall of the excavation, and whenever an obstruction is met the pilot-sheeting may be called into use to assist in removing the same.
  • the character of the soil or the presence of boulders in it oers serious or frequent obstruction to the wooden sheeting
  • One of the pilots is then removed and a square timber B of the same dimensions inserted in its stead, as shown in Fig. 7.
  • This timber is provided with a hole 14 in proper position to serve as a guide for the drill 15 to enter a selected point on the boulder, as shown.
  • a charge of dynamite or other explosive is inserted and fired, thus shattering the boulder, after which the timberB may be withdrawn and the pilot substituted therefor and driven downward, completing the path for the wooden sheeting.
  • Three of the pilots are then removed and the Wooden sheeting inserted in their place.
  • Means for forming a path for the driving of piles or sheeting, and for locating and re moving obstructions therefrom comprising a series of pilots adapted to be driven in advance of such piles or sheeting and to form a path therefor and by their arrested positions to indicate the location, formv and dimensions of an obstruction, and a drill-guide adapted to be substituted for a selected pilot and to direct a drill into such obstruction.
  • Means for the removal of obstructions from the path in which sheeting is to be driven comprising pilot-sheetings adapted to be driven severally into contact with such obstruction and to indicate by their arrested positions the location and contour of the obstruction, and a drill-guide adapted to be substituted for one of said pilot-sheetings and to serve to direct a drill into the obstruction at a selected point.
  • Means for removing obstructions and providing a path for sheeting in excavation and similar work comprising series of pilots adapted to form an opening to conform 'to the sheeting to be driven and by their arrested positions to indicate encountered obstructions, means for forcing Water into the material in advance of such pilots, and a drillguide adapted to be substituted for a pilot and to direct a drill to a selected point upon an encountered obstruction.
  • a rectangular sheeting having cutting edges at its point in line with its faces, one of said cutting edges being shorter than the others, and means for forcing water downward through said sheeting to wash the material away from its path.
  • a rectangular sheeting having a longitudinal passage therethrough and a hollow point formed by four projecting cutting edges in line with the several sides of the sheeting, means for connecting said passage with a source of water-supply under pressure, and means for lateral outlet of material from the space within said cutting edges.
  • a metallic pilot-sheeting substantially rectangular in cross section, having faceplates with cutting edges, a longitudinal passage through said sheeting, and means for forcing water therethrough to wash away the material in the path of the sheeting.
  • a metallic pilot-sheeting substantially square in cross-section, having face-plates terminating in cutting edges, one of said plates being slightly shorter than the others, a longitudinal passage through said sheeting, and a connection with a source of water-supply under pressure, substantially as set forth.
  • a sheeting provided at its point with cutting edges in line with its several sides and beveled on their inner surface to adapt them for cutting an opening of the full size of the sheeting and having a lateral vent from the space within the cutting edges, and means for forcing Water downward through the sheeting into the space below and within said cutting edges, as and for the purposes set forth.

Description

No. 745,453. PATENTED DEG. 1,903. D. D. MGBEAN.
` PILUT-SH'EET'ING. APPLICATION FILED MAY 9, 1903.
a SHEETS-SHEET 1.
No MGDEL.
PATENTED DEC. l, 1903.v
s SHEETS-SHEET 2.
nnv j OLO ,vd v n l l m m m D. D. MGBEAN.
. PILOT SHEBTING.
APPLICATION FILED MAY 9. 190s.
No MODEL.
rif/111111111 No. 745,453. PATBNTED DBG. 1, 1903; D. D. M GBBAN. PILOT SHEETING. APPLICATION FILED MAY 9, 1903'.
NO MODEL.
3 sums-sum1' a Wiiessen:
me nqnms paens co, Pnmaums.. wAsHmm'aw. l: c.
Patented `liecennber 1, 1903.
PATENT OEEICE.
DUNCAN D. MCBEAN, OF NEV YORK, N. Y.
PILOT-SHEETkING.
SPECIFICATION forming-part of Letters Patent No. 745,453, dated December 1, 1903.
Application iiled May 9, 1903. Serial No. 156.407. (No model.)
To a/ZZ whom, t may concern/.-
Be it known thatI, DUNCAN D. MGBEAN, of the city, county, and State of New York, have invented a new and useful Improvement in Pilot-Shooting, of which the following is a specification.
My invention relates to devices employed in building coifer-dams and in excavating for sewer and tunnel construction, its object being to provide means for the removal of ebstrnctions in the earth to permit the driving of sheeting to serve as a dam or sustainingwall; and it consists in the features of construction hereinafter described and claimed.
The invention forming the subject-matter of this application is specially adapted for use in connection with my improved composite or built-up sheeting for deep excavation work, which forms the subject-matter of an application for patent of even date herewith. In the driving of sheeting of this character compact earth, gravel, and boulders are frequently encountered at considerable depths, the removal or penetrating of which is absolutely necessary to enable the sheeting to be driven in place. My invention serves this desired purpose of removing such obstructions and providing a free path for the sheeting. There the character of the soil as to hardness or presence of boulders makes it advisable, I prefer to use my improvement in advance of the driving of the sheeting. In other cases it is brought inte use whenevera sheeting in the course of being driven encounters an obstacle. In such case the sheeting is withdrawn and my improved pilot-shootings are driven down in its stead to determine the general location and dimensions of the obstruction,` after which voneor more cf the pilots can be removed and a drilll guide inserted for the purpose of boring into the obstruction, which is then exploded by means of a charge of dynamite or powder.'
In the accompanying drawings, forming part of this specication, Figure l is an elevation of part of the side wall of an excavation, showing two of my composite shootings in place and a series of four of my improved pilot-sheetings adjacent the same, illustrating how their position locates and determines the general dimensions of the boulder. Figs. 2 and 3 are central longitudinal sections of the lower end of aA pilot-sheeting, the plane of section in one being at an angle of ninety degrees with that of the other. Fig. et is a cross-section of the same on line x of Fig. 2. Fig. 5 is a like cross-section on line y y of Fig. 2. Fig. 6 is a cross-section on line az of Fig. 2 g and Fig. 7 is a view similar to that of Fig. 1, showing one of the pilot-sheetings withdrawn and a timber of the same size, constituting a drill-guide, substituted therefor and indicating also in dotted lines the drill penetrating the obstruction.
1 represents the composite or wooden sheeting, 2 the earth wall of the excavation on each side of the sheetings, and. 3 the walings, which serve as guides and supports for the sheeting 1 while being driven.
A represents my improved pilot-sheeting, preferably square and of the dimensions of of one of the three members ofthe composite sheeting. l preferably employ four of these pilot-sheetings, as shown in Figs. 1 and '7, so that three of them will prepare the path for vthe wooden sheeting, while the .fourth remains in place as a guide and support for the wooden sheeting when being driven. The top or body portion of the pilot-sheeting is formed, preferably, of U-shaped structural steel 4, the depressed portion of which is filled with pieces 5, while plates 6 are bolted to the edges of the pieces 4 'remake the structure square, with a hollow interior 7. The lower end of the sheeting is made up of the rectangular casting 8,.h aving plates 6 screwed on the faces adjacent to the other sheeting. At the lower end of the sheeting the core or block 8 is reduced and faced on all four sides with steel cutting-plates 10, which project below the body and are provided with cutting edgesv to assist in the forcing of the same through the soil. The plate on the left-hand side of Fig.2 is slightly shorter than the'others, furnishing, therefore, a vent for the escape of material as forced out by water, as hereinafter described. Extending axially through the block 8 is a passageV 11, having its lower portion 12 preferably reduced or throttled. To the upper end of the passage is connected the pipe 13, which communicates, by means of a pipe or hose 14, withl a source of water under pressure. p driven downward water is forced through the IOC As the pilot-sheeting is.
same into the space between the cutting edges, serving tol loosen the material and to force the same through the vent afforded by the shorter cutting-plate, whence it iiows upward alongside of the sheeting, leaving a path for the'descent of the latter.
The method of use is as follows: The composite shootings 1 may be driven serially in the ordinary course of the work to form the wall of the excavation, and whenever an obstruction is met the pilot-sheeting may be called into use to assist in removing the same. In case, however, the character of the soil or the presence of boulders in it oers serious or frequent obstruction to the wooden sheeting I prefer to drive the pilot-sheetings in advanceof the Wooden sheetings. In such case I prefer to use four pilot-sheetings, as shown in Fig. 1, which illustrates two of the pilots driven to the required depth, while two are stopped short by a boulder, the position of the, two obstructed pilots indicating the po sition and dimensions of the boulder. One of the pilots is then removed and a square timber B of the same dimensions inserted in its stead, as shown in Fig. 7. This timber is provided with a hole 14 in proper position to serve as a guide for the drill 15 to enter a selected point on the boulder, as shown. After an opening is thus formed in the boulder to a sufficient depth a charge of dynamite or other explosive is inserted and fired, thus shattering the boulder, after which the timberB may be withdrawn and the pilot substituted therefor and driven downward, completing the path for the wooden sheeting. Three of the pilots are then removed and the Wooden sheeting inserted in their place.
I claiml. Means for forming a path for the driving of piles or sheeting, and for locating and re moving obstructions therefrom, comprising a series of pilots adapted to be driven in advance of such piles or sheeting and to form a path therefor and by their arrested positions to indicate the location, formv and dimensions of an obstruction, and a drill-guide adapted to be substituted for a selected pilot and to direct a drill into such obstruction.
2. Means for the removal of obstructions from the path in which sheeting is to be driven, comprising pilot-sheetings adapted to be driven severally into contact with such obstruction and to indicate by their arrested positions the location and contour of the obstruction, and a drill-guide adapted to be substituted for one of said pilot-sheetings and to serve to direct a drill into the obstruction at a selected point.
3. Means for removing obstructions and providing a path for sheeting in excavation and similar work, comprising series of pilots adapted to form an opening to conform 'to the sheeting to be driven and by their arrested positions to indicate encountered obstructions, means for forcing Water into the material in advance of such pilots, and a drillguide adapted to be substituted for a pilot and to direct a drill to a selected point upon an encountered obstruction.
4. A rectangular sheeting having cutting edges at its point in line with its faces, one of said cutting edges being shorter than the others, and means for forcing water downward through said sheeting to wash the material away from its path.
5. A rectangular sheeting having a longitudinal passage therethrough and a hollow point formed by four projecting cutting edges in line with the several sides of the sheeting, means for connecting said passage with a source of water-supply under pressure, and means for lateral outlet of material from the space within said cutting edges.
6. A metallic pilot-sheeting, substantially rectangular in cross section, having faceplates with cutting edges, a longitudinal passage through said sheeting, and means for forcing water therethrough to wash away the material in the path of the sheeting.
7. A metallic pilot-sheeting, substantially square in cross-section, having face-plates terminating in cutting edges, one of said plates being slightly shorter than the others, a longitudinal passage through said sheeting, and a connection with a source of water-supply under pressure, substantially as set forth.
8. A sheeting provided at its point with cutting edges in line with its several sides and beveled on their inner surface to adapt them for cutting an opening of the full size of the sheeting and having a lateral vent from the space within the cutting edges, and means for forcing Water downward through the sheeting into the space below and within said cutting edges, as and for the purposes set forth.
Signed at New York city this 4th day of May, 1903.
DUNCAN D. MCBEAN. Vitnesses:
ANNA W. MOBEAN, J. T. CRANE. Y
IOO
US15640703A 1903-05-09 1903-05-09 Pilot-sheeting. Expired - Lifetime US745453A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5584610A (en) * 1993-12-23 1996-12-17 Simpson; Garland E. Bulkhead
US5758993A (en) * 1996-06-11 1998-06-02 Slurry Systems, Inc. Method and apparatus for forming successive overlapping voids in the ground along a predetermined course of travel and for producing a subterranean wall therein
US6030150A (en) * 1998-02-25 2000-02-29 Dana A. Schmednecht Method and apparatus for constructing subterranean walls comprised of granular material
US20120000148A1 (en) * 2010-05-25 2012-01-05 Soletanche Freyssinet Wall formed in soil, the wall including a hollow prefabricated element, and a method of making such a wall

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5584610A (en) * 1993-12-23 1996-12-17 Simpson; Garland E. Bulkhead
US5758993A (en) * 1996-06-11 1998-06-02 Slurry Systems, Inc. Method and apparatus for forming successive overlapping voids in the ground along a predetermined course of travel and for producing a subterranean wall therein
US6030150A (en) * 1998-02-25 2000-02-29 Dana A. Schmednecht Method and apparatus for constructing subterranean walls comprised of granular material
US6247875B1 (en) 1998-02-25 2001-06-19 Dana A. Schmednecht Method and apparatus utilizing a hollow beam for constructing subterranean walls comprised of granular material
US20120000148A1 (en) * 2010-05-25 2012-01-05 Soletanche Freyssinet Wall formed in soil, the wall including a hollow prefabricated element, and a method of making such a wall
US9212462B2 (en) * 2010-05-25 2015-12-15 Soletanche Freyssinet Wall formed in soil, the wall including a hollow prefabricated element, and a method of making such a wall

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