US34474A - Improvement in construction of foundations for light-houses, piers - Google Patents
Improvement in construction of foundations for light-houses, piers Download PDFInfo
- Publication number
- US34474A US34474A US34474DA US34474A US 34474 A US34474 A US 34474A US 34474D A US34474D A US 34474DA US 34474 A US34474 A US 34474A
- Authority
- US
- United States
- Prior art keywords
- plates
- foundations
- construction
- light
- houses
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 title description 14
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 239000000463 material Substances 0.000 description 10
- 239000004576 sand Substances 0.000 description 8
- 229910001018 Cast iron Inorganic materials 0.000 description 6
- 229910052742 iron Inorganic materials 0.000 description 6
- 239000004575 stone Substances 0.000 description 4
- 240000002027 Ficus elastica Species 0.000 description 2
- 210000001503 Joints Anatomy 0.000 description 2
- 210000000088 Lip Anatomy 0.000 description 2
- 230000000875 corresponding Effects 0.000 description 2
- 229950008597 drug INN Drugs 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 239000010985 leather Substances 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 230000003647 oxidation Effects 0.000 description 2
- 238000007254 oxidation reaction Methods 0.000 description 2
- 229920001195 polyisoprene Polymers 0.000 description 2
- 230000000284 resting Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
Images
Classifications
-
- 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
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/36—Concrete or concrete-like piles cast in position ; Apparatus for making same making without use of mouldpipes or other moulds
Definitions
- This invention consists in the employment or use of cast-iron plates of segment form provided at their concave side with flanges to admit of the insertion of bolts to secure the plates together, and thereby form a strong metal cylinder, which, while in the coursegof construction, is gradually filled with concrete or other suitable material.
- the object of the invention is to obtain a ready means whereby foundations for lighthouses and other structures, as well as coerdams, may be built of a -material previously prepared, and which may be conveniently transported and expeditiously put together to form the foundation or structure suitable for sandy foundations.
- A represents segment-plates of cast-iron, which are cast with flanges auf at their inner concave sides, the top and bottom flanges a projectinghorizontally from the edges of the plates, while the anges a at the ends of the plate proj ect obliquely from. the plate forming radii with the cylinder, which is formed by the connecting of the several plates together.
- These flanges a a are clearly shown in Figs. l and 4, and it will be seen by referring to these figures that the flanges are provided with bolt-holes b.
- the segmentplates A may be galvanized or covered with a coat of pitch-tar or other suitable substance to prevent oxidation.
- the plates A are laid in tiers one over the other and secured together by screw-bolts o, Water-proofcement, leather, or india-rubber strips being placed between the joints to prevent leakage.
- the first tier of plates for the latter are laid on the beach, which is dry at low water.
- This coffer-dam (designated by A', Figs. 7 and 8,) beingonly a temporary structure, may be comparatively light, and when sunk to the usual depth its interior is kept dry by means of a suitable pump.
- the foundation is then commenced by laying the lower tier of plates A, which have sharp lower edges d, as shown in Figs. 2 and 3.
- This lower tier of plates may be thicker or heavier than the upper ones when several tiers are secured together.
- the hollow cylinder thus formed will gradually sink by its own gravity and the sand is removed from within the cylinder.
- This excavating or removing of the sand can be done by Inanual labor assisted by a common suction-pump, or by a centrifugal pump or other means.
- the excavating proceeds the progress of building the foundation continues, the structure gradually sinking under the accumulating weight, and in order to keep the structure vertical the excavating is performed at ⁇ 111e most elevated side, so as to favor the settling of the structure at that point, and in this way, by the aid of a plumbline only, the foundation may be kept perfectly vertical.
- iron bars may be placed Within the cylinder to serve as braces, thel ends of said bars resting on the flanges a. These flanges a. also serve as supports for scaffolding for the Workmen.
- Vhen the cylinder has reachedafirmfoundation and is sufficiently high above the surface of the beach, it is filled in with concrete or with stone.
- layers of sand and iron bottoms v may be alternately laid up to the surface of the cylinder.
- the iron bottoms may also be laid with the concrete when the latter is used. I do not, however, confine myself to any particular material or manner of lling in the cylinder.
- the whole edifice may be constructed of the segment-plates.I This would be advantageous in the construction recess f, as shown in Figs. V3 and 4, so that when the plates are connected ⁇ together the recesses f of one row or tier of plates may receive the lips e of the row or tier immediatelyabove it. This may render the connection of the plates rather more secure than it otherwise would be.
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- Engineering & Computer Science (AREA)
- Structural Engineering (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)
- Revetment (AREA)
Description
UNITED STATES PATENT OFFICE.
LOUIS BAIL, OF NEV HAVEN, CONNECTICUT.
IMPROVEMENT IN CONSTRUCTION 0F FOUNDATIONS FOR LIGHT-HOUSES, Pil-IRS,l &c.
Specification forming part of Letters 'Patent No. 34,474, dated February25, 1662.
To all whom it may concern/.-
Be it known that I, LOUIS BAIL, of New Haven, in the county of New Haven and State of Connecticut, have invented anew and useful improvementin the construction of foundations forlight-houses and other structures which are tobebuilton sand or on sand-beaches washed by the ocean, the invention also being applicable to the construction of cofferdams used in the construction of the foundations of piers and abutments beneath the water-surface; and I do hereby declare that the following is a full, clear, and exact description of the same, reference being had to the accompanying drawings, makingapart of this specification, in which- Figure l is a detached perspective view of one of the segment-plates pertaining to my invention; Figs. 2 and 3, verticalI sections of my invention, taken on the line cc, Fig. 6; Fig. 4, a detached perspective view of one of the segment-plates shown in Fig. 3; Fig. 5, a plan or top view of my invention; Fig. 6, a vertical section of the same, taken in the line y y, Fig. 5 g Fig. 7, a perspective sectional view of the same with coffer-dam; Fig. 8, a top or plan view of coer-dam; Fig. 9, an elevation of a light-house constructed according to my invention.
Similar letters of reference indicate corresponding parts in the several figures.
This invention consists in the employment or use of cast-iron plates of segment form provided at their concave side with flanges to admit of the insertion of bolts to secure the plates together, and thereby form a strong metal cylinder, which, while in the coursegof construction, is gradually filled with concrete or other suitable material.
The object of the invention is to obtain a ready means whereby foundations for lighthouses and other structures, as well as coerdams, may be built of a -material previously prepared, and which may be conveniently transported and expeditiously put together to form the foundation or structure suitable for sandy foundations.
To enable others skilled in the art to fully understand and construct myinvention, Iwill proceed to describe it.
A represents segment-plates of cast-iron, which are cast with flanges auf at their inner concave sides, the top and bottom flanges a projectinghorizontally from the edges of the plates, while the anges a at the ends of the plate proj ect obliquely from. the plate forming radii with the cylinder, which is formed by the connecting of the several plates together. These flanges a a are clearly shown in Figs. l and 4, and it will be seen by referring to these figures that the flanges are provided with bolt-holes b. The segmentplates A may be galvanized or covered with a coat of pitch-tar or other suitable substance to prevent oxidation. The plates A are laid in tiers one over the other and secured together by screw-bolts o, Water-proofcement, leather, or india-rubber strips being placed between the joints to prevent leakage. In constructing, for instance, a foundation for a light-house Where a @offer-dam is required, the first tier of plates for the latter are laid on the beach, which is dry at low water. This coffer-dam, (designated by A', Figs. 7 and 8,) beingonly a temporary structure, may be comparatively light, and when sunk to the usual depth its interior is kept dry by means of a suitable pump. The foundation is then commenced by laying the lower tier of plates A, which have sharp lower edges d, as shown in Figs. 2 and 3. This lower tier of plates may be thicker or heavier than the upper ones when several tiers are secured together. The hollow cylinder thus formed will gradually sink by its own gravity and the sand is removed from within the cylinder. This excavating or removing of the sand can be done by Inanual labor assisted by a common suction-pump, or by a centrifugal pump or other means. As the excavating proceeds the progress of building the foundation continues, the structure gradually sinking under the accumulating weight, and in order to keep the structure vertical the excavating is performed at` 111e most elevated side, so as to favor the settling of the structure at that point, and in this way, by the aid of a plumbline only, the foundation may be kept perfectly vertical.
If necessary, iron bars may be placed Within the cylinder to serve as braces, thel ends of said bars resting on the flanges a. These flanges a. also serve as supports for scaffolding for the Workmen.
Vhen the cylinder has reachedafirmfoundation and is sufficiently high above the surface of the beach, it is filled in with concrete or with stone. When these cannot be conveniently had, layers of sand and iron bottoms vmay be alternately laid up to the surface of the cylinder. The iron bottoms may also be laid with the concrete when the latter is used. I do not, however, confine myself to any particular material or manner of lling in the cylinder.
In certain cases where materials are not at hand or in the Vicinity of the locality of the structure to be erected the whole edifice may be constructed of the segment-plates.I This would be advantageous in the construction recess f, as shown in Figs. V3 and 4, so that when the plates are connected` together the recesses f of one row or tier of plates may receive the lips e of the row or tier immediatelyabove it. This may render the connection of the plates rather more secure than it otherwise would be.
Having thus described my invention, What I claim as new, and desire to secure by Letters Patent, is*
Constructing the foundations and other portions of light-houses, Cotter-dams, and other similar structures of cast-iron segment-plates A, provided at the inn er or concave sides with anges a a to receive screw-bolts c, for the purpose of securingthe plates together to for-m a cylinder, and then lling the cylinder with concrete, stone, or other suitable material,
substantially as set forth. y
Louis BAIL. Witnesses:
J oHN D. CANDEE, E. I. SANFORD.
Publications (1)
Publication Number | Publication Date |
---|---|
US34474A true US34474A (en) | 1862-02-25 |
Family
ID=2104059
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US34474D Expired - Lifetime US34474A (en) | Improvement in construction of foundations for light-houses, piers |
Country Status (1)
Country | Link |
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US (1) | US34474A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3169376A (en) * | 1961-08-25 | 1965-02-16 | Wesley B Cunningham | Subterranean tunnel liner installation |
US3996752A (en) * | 1974-03-22 | 1976-12-14 | Pont-A-Mousson S.A. | Casing panel |
-
0
- US US34474D patent/US34474A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3169376A (en) * | 1961-08-25 | 1965-02-16 | Wesley B Cunningham | Subterranean tunnel liner installation |
US3996752A (en) * | 1974-03-22 | 1976-12-14 | Pont-A-Mousson S.A. | Casing panel |
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