US694193A - Rib for concrete-arch construction. - Google Patents
Rib for concrete-arch construction. Download PDFInfo
- Publication number
- US694193A US694193A US8016001A US1901080160A US694193A US 694193 A US694193 A US 694193A US 8016001 A US8016001 A US 8016001A US 1901080160 A US1901080160 A US 1901080160A US 694193 A US694193 A US 694193A
- Authority
- US
- United States
- Prior art keywords
- concrete
- rib
- arch
- ribs
- arch construction
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Definitions
- My invention relates to improvements in steel ribs for use in the construction of concrete-steel arches, in the construction of bridges, dac.; and its object is to avert the danger of the ribs slipping, or, rather,- of the concrete slipping longitudinally upon the rib by reason of the passing and repassing of heavy loads over the structure.
- I attain this object by the mechanism illustrated in the accompanying drawings, in which- Figure 1 is a vertical section of an arch on the line a: of Fig. 2, showing the application of this rib.
- Fig 2 is a plan of a section of the piers, showing the ribs before the concrete has been fully applied; and
- Fig. 3 is a section of a rib, showing my invention in a modified form.
- A represents the steel rib that forms the superstructure for the formation of the concrete arch (Land the notches or indentures a or ct in the edges of the ribs constitute the main feature of my invention.
- These indentures are so distributed into and along the edges of the ribs that the concrete when in place and thoroughly seasoned will engage the indentures, as in Fig. 2, forming a union so firm and complete as to wholly avert the possibility of any longitudinal movement 'of the rib independent of the concrete, and thus fully avert the danger of the arch sagging at any given point, as at D, by reason of the support of an excessive load at such point, and thus vcausing the concrete to crack or crumble.
- a rib for the superstructure of a concrete arch said rib consisting of a flat broad bar of iron having offsets formed in its opposite edges in alternate positions, substantially as and for the purpose set forth.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Reinforcement Elements For Buildings (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
No. 694,|93. Patented'Feb. 25, |902.-
K. S. RISER.
BIB FOR CONCRETE ARCH CONSTRUCTION.
(Application med oct. 2e, 1901) (No Model.)
mgl.
W itnesses. Inventory I /fnqd Riser Attorney.
' c.` v TN: uonms mais co4 PHoTcxLlTuo.. v usnmafou. D
UNITED STATES PATENT OFFICE.
KNUD S. RISER, OF GRAND RAPIDS, MICHIGAN.
RIB FOR CONCRETE-ARCH CONSTRUCTION.
SPECIFICATION forming part of Letters Patent No. 694,193, dated February 25, 1902. Application filed October 26, 1901. Serial No. 80,160. (No model.)
To @ZZ whom t may concern.:
Be it known that I, KNUD S. RISER, a citizen of Norway, residing at Grand Rapids, in the county of Kent and State of Michigan, have invented certain new and useful Improvements in Ribs for Concrete-Arch Gonstructions, of which the following is a speciiication.
My invention relates to improvements in steel ribs for use in the construction of concrete-steel arches, in the construction of bridges, dac.; and its object is to avert the danger of the ribs slipping, or, rather,- of the concrete slipping longitudinally upon the rib by reason of the passing and repassing of heavy loads over the structure. I attain this object by the mechanism illustrated in the accompanying drawings, in which- Figure 1 is a vertical section of an arch on the line a: of Fig. 2, showing the application of this rib. Fig 2 is a plan of a section of the piers, showing the ribs before the concrete has been fully applied; and Fig. 3 is a section of a rib, showing my invention in a modified form.
Similar letters refer to similar parts throughout the several views.
A represents the steel rib that forms the superstructure for the formation of the concrete arch (Land the notches or indentures a or ct in the edges of the ribs constitute the main feature of my invention. These indentures are so distributed into and along the edges of the ribs that the concrete when in place and thoroughly seasoned will engage the indentures, as in Fig. 2, forming a union so firm and complete as to wholly avert the possibility of any longitudinal movement 'of the rib independent of the concrete, and thus fully avert the danger of the arch sagging at any given point, as at D, by reason of the support of an excessive load at such point, and thus vcausing the concrete to crack or crumble.
B represents the piers that Asupport the arch.
I do not desire to be restricted to any particular form of notches or indentures in the edges of these ribs, as evidenced by the modification shown in Fig. 3, but prefer that shown in Fig. 2, though any available form may be used.
I am aware that ribs have heretofore been .made for use in concrete arches with appliances attached thereto or formed thereinfor attaining the object herein stated; but I find them more expensive and less satisfactory than that herein shown. I therefore do not claim such, broadly, as my invention; but,
Having thus fully described my invention, what I claim as new, and desire to secure by Letters Patent of the United States, is=
As a new article of'manufacture, a rib for the superstructure of a concrete arch, said rib consisting of a flat broad bar of iron having offsets formed in its opposite edges in alternate positions, substantially as and for the purpose set forth.
Signed at Grand Rapids, Michigan, October 16, 1901.
KNUD S. RISER. In presence of- J. M. IANDURBERGE, I. J. CILLEY,
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US8016001A US694193A (en) | 1901-10-26 | 1901-10-26 | Rib for concrete-arch construction. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US8016001A US694193A (en) | 1901-10-26 | 1901-10-26 | Rib for concrete-arch construction. |
Publications (1)
Publication Number | Publication Date |
---|---|
US694193A true US694193A (en) | 1902-02-25 |
Family
ID=2762730
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US8016001A Expired - Lifetime US694193A (en) | 1901-10-26 | 1901-10-26 | Rib for concrete-arch construction. |
Country Status (1)
Country | Link |
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US (1) | US694193A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2870626A (en) * | 1949-11-04 | 1959-01-27 | Gillberg Johannes | Reinforcing bars having depressed portions for use in concrete constructions |
-
1901
- 1901-10-26 US US8016001A patent/US694193A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2870626A (en) * | 1949-11-04 | 1959-01-27 | Gillberg Johannes | Reinforcing bars having depressed portions for use in concrete constructions |
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