US973821A - Method of constructing dams, docks, and similar water-retaining or water-excluding structures. - Google Patents
Method of constructing dams, docks, and similar water-retaining or water-excluding structures. Download PDFInfo
- Publication number
- US973821A US973821A US54545610A US1910545456A US973821A US 973821 A US973821 A US 973821A US 54545610 A US54545610 A US 54545610A US 1910545456 A US1910545456 A US 1910545456A US 973821 A US973821 A US 973821A
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- Prior art keywords
- water
- retaining
- docks
- piles
- dams
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- 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.)
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
- E02B3/108—Temporary dykes with a filling, e.g. filled by water or sand
Definitions
- PETERS ca., wAsulNcroN, n. c.
- This invention relates to certain improvements in the construction of dams, bulwarks, docks and similar structures which require the building up of the foundations and superstructures in streams and other bodies of water or on marsh lands for retaining or excluding water.
- the main object is to obviate the use of coifer-dams and consequent expensive excavations and at the same time to avoid the necessity of diverting the stream or any portion thereof through artificial channels by permitting the water to flow through its natural channel during progressive building of the structure. ⁇
- a further object of this method of construction is to lpermit the wall to be built progressively in'sections, so that each section may be capable of resisting the strains to which it may be subjected and at the same time leaving a sufficient opening for the free flow of the water through its natural channel.
- Figure l is an elevation partly in section of a structure in a partly completed state.
- Fig. 2 is an enlarged top plan of a portion of the same structure showing particularly the systematic arrangement of the piles and connection between them and also showing portions of the compartments formed by the partitions between the piles as filled with concrete.
- Fig. 3 is an enlarged top plan of one yof the piles showing the manner of connecting the sectional partitions.
- a series of piles or posts -lhaving suitable attaching members as iianges -2-- secured thereto are sunk through the water into the bed thereof, so as to project some distance above the water level, said piles or posts being systematically arranged at the apexes of a plurality of adjoining equilateral triangles covering the area upon which the wall is to be constructed, after ⁇ which the piles or posts are connected along the sides of the triangles by partitions -3- preferably made up of sections or plates -4- of sheet steel or equivalent material detachably interlocked with each other, the end sectionsbeing similarly interlocked with the attaching members -2- on the piles, thereby forming a series of triangular conipartments -5
- the partitions -2- which are also embedded at their lower ends in the bed of the stream or body of water and rise some distance above the level thereof, the water, sand or other light
- compartments may be progressively formed and filled with concrete in any direction either from the banks toward the center, or from the center toward the banks, so that when the structure is built in flowing water a sufiicient space may be left at any part of the wall for the free passage of the water therethrough, thus permitting the entire superstructure to be completed before filling in the vacant triangular spaces, it being understood that when the wall is built for a dam, suitable water ways and gates are provided in the completed sections to allowthe passage of water therethrough, while the last vacant spaces of the series are being completed.
- the piles are preferably arranged in straight parallel rows a uniform distance apart transversely of the stream, so that the bases of the triangular compartments toward the stream side of the wall will lie in the same transverse plane thus permitting the completion of the wall between the rst two transverse rows of piles to effectively dam up the water before the remaining portions of the wall are completed, if desired.
- dams, docks and other water retaining or water excluding walls which consists in sinking a series of piles or posts in the bed of a stream or body of water at the apeXes of a series ot' triangles, then connecting the piles with partitions to form separate triangular compartments, then pumping out the water and other substance from the compartment, and finally filling the compartment with concrete.
- dams, docks and other water retaining or water excluding 'alls a system of piles driven into the bed of the stream or other body of water and projecting some distance above the level of the water and spaced uniform distances apart, partitions connecting adjacent piles forming a series of compartments, and fillings for said compartments.
- a dam, dock or other water retaining or water excluding wall comprising a system ot' piles located at the apexes of a series of equilateral triangles and having their' lower ends embedded in the bed of the stream or other body of water, sectional partitions connecting adjacent piles and coucrete fillings between the partitions.
- dams, docks and other water retaining or water excluding walls consisting in gradually partitioning ott' a predetermined area or body of water in smaller subdivisions or compartments, and displacing the water from each compartment by a concrete filling.
- dams, docks and other water retaining or water excluding .walls which consists in securely positioning a series of piles so as to extend from the bed through and above the surface of the water and some distance apart, progressively connecting said piles by partitions in such manner as to form compartments, and replacing the water in the compartments with concrete.
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (AREA)
Description
T. H. SKINNER. METHOD OP CONSTRUGTING DAMS, DOGKS, AND SIMILAR WATER RETAINING 0R WATER EXGLUDING STRUCTURES.
APPLICATION FILED IEB.23, 1910.
978,821. D Patented oct.25,1910.4
THE mmm: PETERS ca., wAsulNcroN, n. c.
UNITED STATES PATENT OEFIOE.
THEODORE H. SKINNER, OF ONEIDA, NEW YORK.
METHOD OF CONSTRUCTING DAMS, DOCKS, AND SIMILAR WATER-RETAINING OR WATER-EXCLUDING STRUCTURES.
To all whom it 'may concern.'
Be it known that I, THEoDoRn H. SKIN- NER, of Oneida, in the county of Madison, in the State of New York, have invented new and useful Improvements in the Method of Constructing Dams, Docks, and Similar l/Vater-Retaining or Water-Excluding Structures, of which the following, taken in connection with the accompanying drawings, is a full, clear, and exact description.
This invention relates to certain improvements in the construction of dams, bulwarks, docks and similar structures which require the building up of the foundations and superstructures in streams and other bodies of water or on marsh lands for retaining or excluding water.
The main object is to obviate the use of coifer-dams and consequent expensive excavations and at the same time to avoid the necessity of diverting the stream or any portion thereof through artificial channels by permitting the water to flow through its natural channel during progressive building of the structure.` In other words I have sought to produce a practical method of building up such walls from the bed of the stream, or other body of water, through and any distance above the level thereof without the use of .coHer-dams, caissons or other temporary structures and also without excavating any portion of the bed of such stream or body of water.
A further object of this method of construction is to lpermit the wall to be built progressively in'sections, so that each section may be capable of resisting the strains to which it may be subjected and at the same time leaving a sufficient opening for the free flow of the water through its natural channel.
Other objects and uses will be brought out in the following description.
In the drawings, Figure l is an elevation partly in section of a structure in a partly completed state. Fig. 2 is an enlarged top plan of a portion of the same structure showing particularly the systematic arrangement of the piles and connection between them and also showing portions of the compartments formed by the partitions between the piles as filled with concrete. Fig. 3 is an enlarged top plan of one yof the piles showing the manner of connecting the sectional partitions.
Specification of Letters Patent.
Application filed February 23, 1910.
Patented Oct. 25, 1910.
Serial No. 545,456.
In constructing the dam or other water retaining or water excluding wall under this method, a series of piles or posts -lhaving suitable attaching members as iianges -2-- secured thereto are sunk through the water into the bed thereof, so as to project some distance above the water level, said piles or posts being systematically arranged at the apexes of a plurality of adjoining equilateral triangles covering the area upon which the wall is to be constructed, after` which the piles or posts are connected along the sides of the triangles by partitions -3- preferably made up of sections or plates -4- of sheet steel or equivalent material detachably interlocked with each other, the end sectionsbeing similarly interlocked with the attaching members -2- on the piles, thereby forming a series of triangular conipartments -5 As each compartment is thus completed by the insertion of the partitions -2- which are also embedded at their lower ends in the bed of the stream or body of water and rise some distance above the level thereof, the water, sand or other light material .which may be retained in the compartment is pumped out and the compartment filled with concrete -6- resting upon the bed of the stream and rising to the height of the partitions. In this manner compartments may be progressively formed and filled with concrete in any direction either from the banks toward the center, or from the center toward the banks, so that when the structure is built in flowing water a sufiicient space may be left at any part of the wall for the free passage of the water therethrough, thus permitting the entire superstructure to be completed before filling in the vacant triangular spaces, it being understood that when the wall is built for a dam, suitable water ways and gates are provided in the completed sections to allowthe passage of water therethrough, while the last vacant spaces of the series are being completed.
In the construction of a dam, the piles are preferably arranged in straight parallel rows a uniform distance apart transversely of the stream, so that the bases of the triangular compartments toward the stream side of the wall will lie in the same transverse plane thus permitting the completion of the wall between the rst two transverse rows of piles to effectively dam up the water before the remaining portions of the wall are completed, if desired.
lVhat I claim is:
l. The method of constructing dams, docks and other water retaining or water excluding walls which consists in sinking a series of piles or posts in the bed of a stream or body of water at the apeXes of a series ot' triangles, then connecting the piles with partitions to form separate triangular compartments, then pumping out the water and other substance from the compartment, and finally filling the compartment with concrete.
2. In the construction of dams, docks and other water retaining or water excluding 'alls, a system of piles driven into the bed of the stream or other body of water and projecting some distance above the level of the water and spaced uniform distances apart, partitions connecting adjacent piles forming a series of compartments, and fillings for said compartments.
3. A dam, dock or other water retaining or water excluding wall, comprising a system ot' piles located at the apexes of a series of equilateral triangles and having their' lower ends embedded in the bed of the stream or other body of water, sectional partitions connecting adjacent piles and coucrete fillings between the partitions.
et. The method of constructing dams, docks and other water retaining or water excluding walls consisting in gradually partitioning ott' a predetermined area or body of water in smaller subdivisions or compartments, and displacing the water from each compartment by a concrete filling.
5. The method of constructing dams, docks and other water retaining or water excluding .walls which consists in securely positioning a series of piles so as to extend from the bed through and above the surface of the water and some distance apart, progressively connecting said piles by partitions in such manner as to form compartments, and replacing the water in the compartments with concrete.
In witness whereof l have hereunto set my hand on this 17th day of February 1910.
THEODORE H. SKINNER.
Titnesses H. E. CHASE, H. L. HUMPHREY.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US54545610A US973821A (en) | 1910-02-23 | 1910-02-23 | Method of constructing dams, docks, and similar water-retaining or water-excluding structures. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US54545610A US973821A (en) | 1910-02-23 | 1910-02-23 | Method of constructing dams, docks, and similar water-retaining or water-excluding structures. |
Publications (1)
Publication Number | Publication Date |
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US973821A true US973821A (en) | 1910-10-25 |
Family
ID=3042200
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US54545610A Expired - Lifetime US973821A (en) | 1910-02-23 | 1910-02-23 | Method of constructing dams, docks, and similar water-retaining or water-excluding structures. |
Country Status (1)
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US (1) | US973821A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4607981A (en) * | 1982-02-08 | 1986-08-26 | Stevin Construction Inc. | Method for constructing a screen that obstructs the flow of subsoil water |
-
1910
- 1910-02-23 US US54545610A patent/US973821A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4607981A (en) * | 1982-02-08 | 1986-08-26 | Stevin Construction Inc. | Method for constructing a screen that obstructs the flow of subsoil water |
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