US210864A - Improvement in testing bridges - Google Patents
Improvement in testing bridges Download PDFInfo
- Publication number
- US210864A US210864A US210864DA US210864A US 210864 A US210864 A US 210864A US 210864D A US210864D A US 210864DA US 210864 A US210864 A US 210864A
- Authority
- US
- United States
- Prior art keywords
- bridge
- water
- improvement
- testing
- reservoir
- 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
- 239000000463 material Substances 0.000 description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 18
- 239000004744 fabric Substances 0.000 description 4
- 101700025368 ERBB2 Proteins 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000010998 test method Methods 0.000 description 2
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M5/00—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings
- G01M5/0033—Investigating the elasticity of structures, e.g. deflection of bridges or air-craft wings by determining damage, crack or wear
Definitions
- M y invention relates to au improved method of testing bridges and viaducts; and it consists in so preparing the bridge that it will 'orm a sort of a box or reservoir from end to end, into which any desired amount of Water can be pumped for the purpose of testing the brid ges strength.
- Figure l is a perspective of a bridge in which my invention is embodied.
- Fig. 2 is a plan view of the same.
- Figs. 3, 4, and 5 are details.
- c represents a bridge of any suitable construction, length, or material, and which spans entirely across the stream, from base to base, or from pier to pier.
- the Walls @ which may be of any desired height, length, or material, and which are braced on their outer sides against the outward pressure of the water by the braces d.
- These Walls are here shown as hav- At each end of the bridge there Will be placed an end board or wall, e, and these four Walls o e will form a reservoir of any suitable depth from one end of the bridge to the other, into which Water is to be pumped from the stream below, for the purpose of testing the strength ot the bridge, by means of the rotary or other suitable pump g.
- the cor of the bridge and the insides of the Walls are covered 'with rubber, Water-proof cloth, or other suitable material.
- This material has its outer ed ges passed up over the tops of the side Walls and tacked in place, while the edges of the pieces on the door have their edges turned up, as shown in Fig. 5, and clamped between the edges of the circular clamps h.
- These clamps consist of long split tubes, and are provided with set-screws t, by means of which the clamps can be closed tightly on the up turned edges of the material between them.
- each end will be made holes '0, controlled by valves or gates of any suitable kind, and through which holes the Water can be quickly drained from the bridge Whenever desired.
- a bridge having a reservoir formed upon it by the erection of side and end Walls, and which reservoir is to be iilled with Water as a means for testing the strength of the bridge, substantially as shown.
Landscapes
- Engineering & Computer Science (AREA)
- Aviation & Aerospace Engineering (AREA)
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Bridges Or Land Bridges (AREA)
Description
L. LAUBSCHBR.
Testing Bridges.
No. 210,864. Y
Patented Dec. 17, 1878.
....m.,.m..,m...m..m...
M23/@espag- N. PETERS, PHGTQ-UTHUGRAP nien.
LOUIS LAUBSOHER, OF FORT W'AYNE, INDIANA.
IMPROVEMENT IN TESTING BRIDGES.
Speciiieation forming part of Letters Patent No. 210,864, dated December 17', 1878; application filed October 14, 1878.
.To all whom 'if may concern:
Beit known that I, Louis Lnnnsonnn, of Fort Viayne, in the county of Allen and State of Indiana, have invented certain neur and useful Improvements in Testing Bridges with Water; and I do hereby declare the following to be a full, clear, and exact description of the invention, such as will enable others skilled in the art to which it pertains to make and use it, reference being had to the accompanyin g drawings, which form part of this specification.
M y invention relates to au improved method of testing bridges and viaducts; and it consists in so preparing the bridge that it will 'orm a sort of a box or reservoir from end to end, into which any desired amount of Water can be pumped for the purpose of testing the brid ges strength.
It further consists in raising side and end boards on the bridge, and covering the entire inner surface of the box or reservoir thus formed with a water-proof cloth, rubber, or other similar material, so that the Water pumped into the box will not run out.
Heretofore bridges have been tested by hauling sand, stone, pi g-iron, and other such heavy substances upon it, until a given Weight was reached; but this is not only a very slow and expensive `iob, but, in case the bridge does not stand the test and breaks down, life and valuble material are both apt to be lost. NVhere water is used it can be readily and quickly pumped upon the bridge and quickly drained oiit, without any risk ot' life being run.
Figure l is a perspective of a bridge in which my invention is embodied. Fig. 2 is a plan view of the same. Figs. 3, 4, and 5 are details.
c represents a bridge of any suitable construction, length, or material, and which spans entirely across the stream, from base to base, or from pier to pier. Secured to the top of the bottom pieces, b, are the Walls @which may be of any desired height, length, or material, and which are braced on their outer sides against the outward pressure of the water by the braces d. These Walls are here shown as hav- At each end of the bridge there Will be placed an end board or wall, e, and these four Walls o e will form a reservoir of any suitable depth from one end of the bridge to the other, into which Water is to be pumped from the stream below, for the purpose of testing the strength ot the bridge, by means of the rotary or other suitable pump g.
In order to make the reservoir Water-tight, the cor of the bridge and the insides of the Walls are covered 'with rubber, Water-proof cloth, or other suitable material. This material has its outer ed ges passed up over the tops of the side Walls and tacked in place, while the edges of the pieces on the door have their edges turned up, as shown in Fig. 5, and clamped between the edges of the circular clamps h. These clamps consist of long split tubes, and are provided with set-screws t, by means of which the clamps can be closed tightly on the up turned edges of the material between them. I
Should the door ofthe bridge be curved up. Ward, as is frequently the case, division-boards l will be placed across the reservoir, as shown in Fig. 2, so that the Water can be kept at a uniform depth all over the floor.
Near each end will be made holes '0, controlled by valves or gates of any suitable kind, and through which holes the Water can be quickly drained from the bridge Whenever desired.
Having thus described my invention, I claim- 1. A bridge having a reservoir formed upon it by the erection of side and end Walls, and which reservoir is to be iilled with Water as a means for testing the strength of the bridge, substantially as shown.
2. In combination with a bridge, they end and side walls, water-proof material for eovering the inside of the reservoir, and suitable clamps to unite the edges of the material together, substantially as set forth.
In testimony that I claim the foregoing I have hereunto set my hand this Sth day ot' October, 1878.
LOUIS LAUBSOIIER.
Witnesses C. S. BnAeKnNnrss, F. W. KUHNE.
Publications (1)
Publication Number | Publication Date |
---|---|
US210864A true US210864A (en) | 1878-12-17 |
Family
ID=2280271
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US210864D Expired - Lifetime US210864A (en) | Improvement in testing bridges |
Country Status (1)
Country | Link |
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US (1) | US210864A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4697458A (en) * | 1986-11-21 | 1987-10-06 | Billstein Herbert H | Crane load-test gauge |
-
0
- US US210864D patent/US210864A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4697458A (en) * | 1986-11-21 | 1987-10-06 | Billstein Herbert H | Crane load-test gauge |
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