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US480127A - o rourke - Google Patents

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US480127A
US480127A US480127DA US480127A US 480127 A US480127 A US 480127A US 480127D A US480127D A US 480127DA US 480127 A US480127 A US 480127A
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Prior art keywords
caisson
open
bell
dredging
chambers
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

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  • My invention relates to improvements in caissons, such as are used in dredging and preparing under-water foundations; and the object of my invention is to produce a caisson that has the advantages, economy, and rapidity of work of the open caisson during the sinking of the same, while there are no diiflculties that prevent the excavation from being uniformly performed by dredging, and which, when that method is interfered with by bowlders or the solid rock rising abruptly under one part of the bottom, or from any other cause, may be easily converted'by the introduction of a bell or its equivalent into a pneumatic caisson having suitable means of ingress and egress for men and materials and provided with a suitable dredging-passage and chamber, so that the caisson will have all the advantages of both the open and pneumatic caisson and may be easilyconverted from one to the other.
  • my invention consists in aconvertible caisson the construction of which will be hereinafter described and claimed.
  • Figure 1 is a central vertical section of a caisson embodying my invention, showing it provided with a single dredging-chamber and with the bell or root secured in position in the open caisson.
  • Fig. 2 is a plan view of the caisson shown in Fig. 1.
  • Fig. 3 is an enlarged detail sectional View of one method of packing the joint between the roof or bell and the sides of the open caisson.
  • Fig. 4 is a central vertical section of a caisson embodying my invention and having several dredging-chambers therein, the view showing two chambers arranged to operate as a pneumatic caisson and one chamber arranged for use as an open caisson.
  • Fig. 5 is an inverted plan of the caisson shown in Fig. 4, and
  • Fig. 6 is an enlarged detail sectional view of the preferred form of packing which may be used with either form of caisson.
  • the caisson 10 is the ordinary open caisson, having an inclined lower edge 11, which enables it to be driven down through the mud, silt, sand, and gravel beneath the water, and this caisson may be made in any suitable way'and may bebuilt up in sections in the ordinary manner, so as to make it of the necessary height. As shown in the drawings, it is provided with double walls braced by the cross-braces 12; but the details of construction I do not claim as my invention.
  • the caisson is adapted to be used in the ordinary way as an open caisson, and when it is to be converted into a pneumatic caisson a roof or hell 13 is used, which is adapted to be pushed down into the open caisson and which has a depending flange 14, adapted to extend parallel with the inner wall of the open caissonr
  • the joint between the roof or bell and theopen caisson may be packed in any convenient way, and in Figs. 3 and. 6 I have shown means of properly packing the joint.
  • the flange 14 is provided at intervals and near the top and bottom with supporting-cleats 15, through which extend bolts 16, the outer ends of the bolts being adapted to enter sockets 17 in the Wall of the caisson 10, and the inner ends of the bolts are threaded and provided with adj usting-nuts 18, a suitable packing being inserted between the nuts and the cleats 15.
  • the inner ends of the bolts connect with screws 19, which are held to turn in lugs 20, and by means of the screws the bolts 16 may be quickly loosened when desired.
  • the packing 20 is held at the lower edge of the flange 14 and between it and the adjacent wall of the open caisson 10, this wall being preferably inclined inward at this point, as shown in Fig. 3.
  • Fig. 6 The preferred form of packing is shown, however, in Fig. 6.
  • the bolts 21 extend through the flange lat and enter the sockets 17, the bolts being provided with suitable nuts 22, and between the flange and the adjacent wall of the caisson 10 are enpansible tubes 23, which are connected with pipes 24, adapted to connect with the mechbe inflated so as to effect a perfectly tight joint.
  • Figs. 4 and 5 I have shown an open caisson provided with a number of chambers, these being formed by the partitions 28, which terminate at their lower ends in edges adapted to sink readily through the material beneath the water, and the chambers 29, formed between the partitions of the caisson, have dredging passages 29, opening upward through the caisson.
  • These passages may be closed at their lower ends by bells or roofs 30, which are similar to the bell or roof described above, except that they are smaller, and opening upward from these bells are shafts 25, which serve as working-shafts in the manner already described, and 'these are provided with suit-able locks 26 at their lower ends.
  • two of the chambers 29 are arranged to be used as pneumatic chambers, the bells 30 being fastened in place above them, and the other chamber 29 and its passage 29'serve the purpose of an ordinaryopen caisson, and it will be seen that the arrangem ent described provides for using one or more chambers as open caissons and one or more as pneumatic caissons, as circumstances require.
  • the apparatus is used in the following way:
  • the open caisson lOis sunk downward through the mud, silt, sand, and gravel by dredging from within and beneath it, and used as long as it conveniently can be as an open caisson, and when the more solid bottom is reached, or the side edges of the caisson strike an obstruction, the bell or bells, as the case may be, and the shafts are lowered downward into the caisson and secured firmly in place in the manner described.
  • Compressed air is then forced downward'into the dredging-chamber or chambers, thus forcing out the water and leaving the chamber in condition for the men to work within it, and the men and materials may be lowered in the ordinary way through the passage 25.
  • a suitable bottom may be provided for concrete, after which the men are withdrawn, the compressed air removed, the bell raised from the open caisson, and the concrete lowered through the water and filled up within the open caisson to a point where it is desirable to pump out the water and complete the concreting in the air.
  • the upper part of the caisson may be made in detachable sections like the sides of an ordinary floating caisson for convenience in removal after the masonry is built.
  • a convertible caisson comprising an open main caisson having an inclined lower edge and aremovable hell or roof held to fit within the open caisson and provided with a suitable shaft, substantially as described.
  • detachable bell held to fit therein, and the inflatable packing-tubes held between the walls of the bell and caisson, substantially as described.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Description

(No Model.) 2 Sheets-Sheet 1. J. F. OROURKE.
GAISSON.
No. 480,127. Patented Aug. 2, 1892.
5 INVENTOH W/TNESSES A TTOHNE YS.
m: mums PETERS no, mow-mum, mama-ran, 04 a.
H K R U 0 m OAISSON.
Patented Aug. 2, 1892.
R W E m M w m A g WITNESSES m: mums ".1115 cm, moflrumm. mmmam, u. c.
JOHN F. OROURKE, OF NElV YORK, N. Y.
CAISSON.
SPECIFICATION forming part of Letters Patent No. 480,127, dated August 2, 1892.
Application filed April 28, 1892. Serial No. 431,055- (No model.)
To all whom it may concern.-
Be it known that 1, JOHN F. OROURKE, of New York city, in the county and State of New York, have invented a new and Improved Caisson, of which the following is a full, clear, and exact description.
My invention relates to improvements in caissons, such as are used in dredging and preparing under-water foundations; and the object of my invention is to produce a caisson that has the advantages, economy, and rapidity of work of the open caisson during the sinking of the same, while there are no diiflculties that prevent the excavation from being uniformly performed by dredging, and which, when that method is interfered with by bowlders or the solid rock rising abruptly under one part of the bottom, or from any other cause, may be easily converted'by the introduction of a bell or its equivalent into a pneumatic caisson having suitable means of ingress and egress for men and materials and provided with a suitable dredging-passage and chamber, so that the caisson will have all the advantages of both the open and pneumatic caisson and may be easilyconverted from one to the other.
To this end my invention consists in aconvertible caisson the construction of which will be hereinafter described and claimed.
Reference is to be had to the accompanying drawings, forming a part of this specification, in which similar figures of reference indicate corresponding parts in all the views.
Figure 1 is a central vertical section of a caisson embodying my invention, showing it provided with a single dredging-chamber and with the bell or root secured in position in the open caisson. Fig. 2 is a plan view of the caisson shown in Fig. 1. Fig. 3 is an enlarged detail sectional View of one method of packing the joint between the roof or bell and the sides of the open caisson. Fig. 4 is a central vertical section of a caisson embodying my invention and having several dredging-chambers therein, the view showing two chambers arranged to operate as a pneumatic caisson and one chamber arranged for use as an open caisson. Fig. 5 is an inverted plan of the caisson shown in Fig. 4, and Fig. 6 is an enlarged detail sectional view of the preferred form of packing which may be used with either form of caisson.
The caisson 10 is the ordinary open caisson, having an inclined lower edge 11, which enables it to be driven down through the mud, silt, sand, and gravel beneath the water, and this caisson may be made in any suitable way'and may bebuilt up in sections in the ordinary manner, so as to make it of the necessary height. As shown in the drawings, it is provided with double walls braced by the cross-braces 12; but the details of construction I do not claim as my invention.
The caisson is adapted to be used in the ordinary way as an open caisson, and when it is to be converted into a pneumatic caisson a roof or hell 13 is used, which is adapted to be pushed down into the open caisson and which has a depending flange 14, adapted to extend parallel with the inner wall of the open caissonr The joint between the roof or bell and theopen caisson may be packed in any convenient way, and in Figs. 3 and. 6 I have shown means of properly packing the joint.
As shown in Fig. 3, the flange 14: is provided at intervals and near the top and bottom with supporting-cleats 15, through which extend bolts 16, the outer ends of the bolts being adapted to enter sockets 17 in the Wall of the caisson 10, and the inner ends of the bolts are threaded and provided with adj usting-nuts 18, a suitable packing being inserted between the nuts and the cleats 15. The inner ends of the bolts connect with screws 19, which are held to turn in lugs 20, and by means of the screws the bolts 16 may be quickly loosened when desired. The packing 20 is held at the lower edge of the flange 14 and between it and the adjacent wall of the open caisson 10, this wall being preferably inclined inward at this point, as shown in Fig. 3. The preferred form of packing is shown, however, in Fig. 6. Here the bolts 21 extend through the flange lat and enter the sockets 17, the bolts being provided with suitable nuts 22, and between the flange and the adjacent wall of the caisson 10 are enpansible tubes 23, which are connected with pipes 24, adapted to connect with the mechbe inflated so as to effect a perfectly tight joint.
In Figs. 4 and 5 I have shown an open caisson provided with a number of chambers, these being formed by the partitions 28, which terminate at their lower ends in edges adapted to sink readily through the material beneath the water, and the chambers 29, formed between the partitions of the caisson, have dredging passages 29, opening upward through the caisson. These passages may be closed at their lower ends by bells or roofs 30, which are similar to the bell or roof described above, except that they are smaller, and opening upward from these bells are shafts 25, which serve as working-shafts in the manner already described, and 'these are provided with suit-able locks 26 at their lower ends.
As shown in Fig. i, two of the chambers 29 are arranged to be used as pneumatic chambers, the bells 30 being fastened in place above them, and the other chamber 29 and its passage 29'serve the purpose of an ordinaryopen caisson, and it will be seen that the arrangem ent described provides for using one or more chambers as open caissons and one or more as pneumatic caissons, as circumstances require.
The apparatus is used in the following way: The open caisson lOis sunk downward through the mud, silt, sand, and gravel by dredging from within and beneath it, and used as long as it conveniently can be as an open caisson, and when the more solid bottom is reached, or the side edges of the caisson strike an obstruction, the bell or bells, as the case may be, and the shafts are lowered downward into the caisson and secured firmly in place in the manner described. Compressed air is then forced downward'into the dredging-chamber or chambers, thus forcing out the water and leaving the chamber in condition for the men to work within it, and the men and materials may be lowered in the ordinary way through the passage 25. A suitable bottom may be provided for concrete, after which the men are withdrawn, the compressed air removed, the bell raised from the open caisson, and the concrete lowered through the water and filled up within the open caisson to a point where it is desirable to pump out the water and complete the concreting in the air.
The upper part of the caisson may be made in detachable sections like the sides of an ordinary floating caisson for convenience in removal after the masonry is built.
I do not claim the construction of either the open caisson or the bell as a part of my invention, as caissons and bells of this kind have long been used, but the combination described and the convertible feature illustrated and set forth above is believed to be new.
Having thus described my invention, I claim as new and desire to secure by Letters Patent 1. The combination, with the open caisson, of a detachable bell held to fitwithin the open caisson and provided with a suitable shaft, substantially as described.
2. A convertible caisson comprising an open main caisson having an inclined lower edge and aremovable hell or roof held to fit within the open caisson and provided with a suitable shaft, substantially as described.
The combination of the main caisson, a
detachable bell held to fit therein, and the inflatable packing-tubes held between the walls of the bell and caisson, substantially as described.
JOHN F. OROURKE.
lVitnesses:
WARREN B. HUTcnINsoN, (1i. bnDewIeK.
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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2607198A (en) * 1948-05-25 1952-08-19 Standard Oil Dev Co Foundation for use with soft surface formation
US2669846A (en) * 1949-08-23 1954-02-23 Shannon Joseph Submerged well drilling equipment anchoring means
US2699321A (en) * 1949-06-21 1955-01-11 Fred N Nelson Deepwater oil drilling and storage craft
US2705403A (en) * 1950-05-19 1955-04-05 Ebert Philipp Caisson
US2789480A (en) * 1952-03-18 1957-04-23 Falk Corp Fabricated structure
DE1103858B (en) * 1952-09-11 1961-03-30 Gruen & Bilfinger Ag Process for the construction of foundation structures in water or in water-containing soil
US3128604A (en) * 1960-05-16 1964-04-14 William A Sandberg Off shore drilling rig
US3295327A (en) * 1964-10-21 1967-01-03 Halliburton Co Underground structure
US3938341A (en) * 1971-08-05 1976-02-17 Theodorus Prins Storage device for liquids
US5277517A (en) * 1991-09-10 1994-01-11 The United States Of America As Represented By The Secretary Of The Army Mobile cofferdam
US6450732B1 (en) * 1998-11-11 2002-09-17 Paolo Boccotti Caisson for absorbing wave energy

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2607198A (en) * 1948-05-25 1952-08-19 Standard Oil Dev Co Foundation for use with soft surface formation
US2699321A (en) * 1949-06-21 1955-01-11 Fred N Nelson Deepwater oil drilling and storage craft
US2669846A (en) * 1949-08-23 1954-02-23 Shannon Joseph Submerged well drilling equipment anchoring means
US2705403A (en) * 1950-05-19 1955-04-05 Ebert Philipp Caisson
US2789480A (en) * 1952-03-18 1957-04-23 Falk Corp Fabricated structure
DE1103858B (en) * 1952-09-11 1961-03-30 Gruen & Bilfinger Ag Process for the construction of foundation structures in water or in water-containing soil
US3128604A (en) * 1960-05-16 1964-04-14 William A Sandberg Off shore drilling rig
US3295327A (en) * 1964-10-21 1967-01-03 Halliburton Co Underground structure
US3938341A (en) * 1971-08-05 1976-02-17 Theodorus Prins Storage device for liquids
US5277517A (en) * 1991-09-10 1994-01-11 The United States Of America As Represented By The Secretary Of The Army Mobile cofferdam
US6450732B1 (en) * 1998-11-11 2002-09-17 Paolo Boccotti Caisson for absorbing wave energy

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