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Publication numberUS366839 A
Publication typeGrant
Publication dateJul 19, 1887
Filing dateJan 7, 1886
Publication numberUS 366839 A, US 366839A, US-A-366839, US366839 A, US366839A
InventorsPeter H. Jackson
Export CitationBiBTeX, EndNote, RefMan
External Links: USPTO, USPTO Assignment, Espacenet
Building or bridge construction
US 366839 A
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Description  (OCR text may contain errors)

(No Model.) 2 Sheets-Sheet 1.

P. H. JACKSON.

BUILDING 0R BRIDGE CONSTRUCTION.

No. 366,839. Patented July 19, 1887.

NY PETERS. Pnommho n hnr. wnhin mn. n. c.

(No Model.) 2 Sheets-Sheet 2.

P. H. JACKSON.

BUILDING OR BRIDGE CONSTRUCTION.

No. 366,839. Patented July 19, 1887.

PM. AF

[ ject is to strengthen such structures in a su- UNITED STATES PATENT OFFICEO PETER H. JACKSON, OF SAN FRANCISCO, CALIFORNIA.

BUILDING OR BRIDGE CONSTRUCTION. Q

SPECIFICATION forming part of Letters Patent No. 366,839, dated July 19, 1857.

Original application filed January '7, 1886, Serial No. 187,930. Divided and this application filed August 24, 1886. Serial No.

To all whom it may concern:

Be it known that I, PETER H. JACKSON, of San Francisco, State of California, have invented an Improvement in Building or Bridge Construction; and I declare the following to be a full, clear, and exact description thereof, sufficient to enable any person skilled in the art to which my invention belongs to make and use the same, reference being had to the accompanying drawings, forming part of the specification.

This invention relates to girders, bridges, sidewalks having vaults or chambers beneath them, floors, and similar structures. The obperior manner and at less cost than is now possible when the said structures are constructed with arches and formed with cement, concrete, artificial stone, or similar material.

Vith this object in view my invention consists, broadly, in supporting the footings of the arches of a structure, in which footings are preferably embedded metallic-flanged beams or rods having resistanceplates on a nonembedded metallic tie or ties extending beneath and in contact with the footings of the several arches of the body or structure and in a direction transverse to said arches, the said footings being bolted or otherwise securely fastened to the tie or ties, the ties thus preventing the arches from spreading when a load or weight rests upon them, uniting them as a whole and resisting tensile strain, while the upper'part of the arches above the neutral line of the body or structure resists the compressive force, whether the structure is constructed integral or in sections or divisions.

.Furthermore, the invention consists in vertical or diagonal metallic ties having their upper ends embedded or built in the upper part of the arches, the lower ends of one form of the vertical ties passing through the horizontal tie or ties, and having screw-nuts or keys on their threaded ends below the longi tudinal tie or ties, while the lower ends of the diagonal or inclined ties, and also of the other form of vertical tie, extend down to within a short distance of the longitudinal tie or ties,

and have screw-bolts provided with nuts (keys (No model.)

or other suitable retaining means) extending through the longitudinal tie or ties, so that by screwing up the nuts or keys of either the vertical or inclined ties the crowns of the arches are drawn down toward the longitudinal tie or ties, and the latter is drawn up, tightening the longitudinal tie or ties between each arch and producing tensile strain, and producing cornpression on the arches, both forces being exerted before the structure is loaded.

This is a division of the application for patent filed January 7, 1886, Serial No. 187,930.

In the accompanying drawings, in which like letters of reference indicate corresponding parts, Figure l is a perspective view, partly in section, of a bridge or similar struct me made in arches of cement, concrete, artificial stone, or like material, showing a longitudinal tie extending beneath and supporting the footings of the arches, (in which flanged metallic beams and bars having resistanceplates are embedded,) and to which the said footings are fastened, showing the different forms of arches, and also showing the vertical and diagonal ties and their adjustable attachments. Fig. 2 is a perspective view of a floor or sidewalk with a vault beneath it, bridge, or like structure, of concrete, cement, artificial stone, or similar material, showing its lower surface arched both transversely and longitudinally, showing the longitudinal tie or ties supporting the footings of the several transverse arches, and the vertical and diagonal ties connecting the crowns of the said arches with the said longitudinal tics, and showing also the longitudinal arches and the means for bracing and strengthening the same. Fig. 3 is a side view of a form of truss in common use, introduced for the purpose of showing that the forces exerted on its various parts are similar, and are resisted in the same manner as in short or transverse arches shown in Figs. 1 and 2. Fig. 4 is a side view of an arch and its braces similar to the longitudinal arches shown in Fig. 2, showing more clearly the construction and arrangement of parts thereof. Fig. 5 is a perspective view showing a girder in which my invention is embodied, and Fig. 6 is a perspective view 2' access";

showing; a wall constructed and cemented on a girder of my improved construction.

Bridges, 850., constructed with arches and formed of cement, concrete, artificialstone, or similar material are strong in resisting compression, but comparatively very weak in resisting tensile strain, and I strengthen the structure A against tensile strain by bolting or otherwise securely fastening the footings of the arches a a a (in which are embedded and cemented longitudinally either small flanged metallic beams, as filarge flanged metallic beams f",or rods f, having end resistance-plates, f t) toa longitudinal metallictie or ties, d, and by embedding in the crowns or upper parts of the transverse arches the heads or upper parts of vertical ties b b, or diagonal ties c, the lower ends of the vertical ties b extendingthrough the tie d, as shown in Figs. 1, 5, and 6, and having nuts or keys on their threaded lower ends below tie (I, while the form of vertical tie shown at b, and the diagonal ties are of such lengththat their lower ends extend down to within a short distance of the longitudinal tie or ties d, and have screw-bolts'c, provided with nuts 0', (keys or other suitable retaining means,) extending through thelongitudinal tie or ties d, so that by screwing up thenuts or keys of either the vertical or diagonal ties the longitudinal tie or ties are tightened between each arch, preventing the bottom parts of the arches along the i'ntrados (the part below the neutral axis) from being tensilely exerted, which would not be the case if the tie were not tightened before the structure wassubjected to deflection under a weight. As the longitudinal tie or ties are thus tightened, the crowns of the arches are at the same time drawn down, compressing and strengthening the arches. The bottom or intrados of the arches may be arched in the usual form, as shown at a, pedimental, as etc, or of the form shown at a, or any other similar shape.

By the improved construction shown in the accompanying drawings expensive iron supporting-girders are dispensed with, which are commonly used in supporting the ends of several arches; also, the room that the depth of the girder usually employed would occupy is gained in head room orheight of room in the apartment beneath. The lower side of the structure may also be arched both transversely and longitudinally, as shown in Fig. 2, the

transverse arches a being braced and strengthened as shown and described in Fig. 1; but instead of the arches being straight in the direction of their length and supported by flanged metal beams, as shown in Fig. 1, they are arched over their length forming the longitudinal arches h, each of which is strengthened and braced, as more clearly shown in Fig. 4, by alongitudinal tension-rod, O, having the end resistance-plates, 0 0, andresisting the tensile strain, while a strut, p, rests on the top of the said rod and supports the crown of the arch from settling under a load.

It will be seen that the short transvers arches a, braced against tension and compression, as described, resist tensileand compressive force in the same manner as the expensive truss usually employed, which is constructed entirely of metal, and shown in Fig. 3, the tops of the series of arches resisting compression like the top chord, k, of the said truss, and the tie d resisting tensile strain like the bottom chord, 7c, of the truss, while the sides of the arches are compressed and operate in the same manner as the diagonal braces Z Zof the truss, the diagonal braces Z Z and the sides of the arches both resisting the same forceviz., compression. The vertical ties at of the truss connect and tighten the top and bottom chords thereof, and the vertical ties b b of my construction operate in precisely the same manner, my general construction, however,

having the advantage of resisting lateral strain in a superior manner.

In Fig. 5, I show a girder, w, constructed of cement or like material in arches having the footings'of the arches connected and bolted to alongitudinal non-embedded tie, d, and having diagonal and vertical ties c b 12, similar to those previously described, and shown in Figs. 1 and 2. The top of this girder is formed with trans verse serrations or notches w, and metallic projections w, and with part of alayer of brick, 'w built upon it, either of which devices may be employed when constructing and cementing a wall on the girder, as shown in Fig. 6,whereby the girder becomes integral with the wall and resists compression, while the girder resists tensile strain. This feature of my invention, the roughened top 011 which the wall is built, forms a part of a. separate application, Serial No. 232,455.

Having thus fully described myinvention,

what I claim as new, and desire to secure by Letters Patent, is

1. The combination, with a bridge or like structure, of cement, artificial stone, or like ICO material,- constructed with a series of arches,

of a longitudinal tie or ties-on which the footings of the said arches are supported and to which they are fastened.

'2. The combination, with a bridge or like i structure, of cement, artificial stone, or like material, constructed with a series of arches, of a longitudinal tie or ties on which the footings of the said arches are supported and to which they are fastened, and the vertical and diagonal ties embedded attheir upper ends in the upper part of the arches and having the screw-bolts, nuts, keys, or other retaining de lar material, constructed with transverse and longitudinal series of arches, of a longitudinal tie or ties on which the footings of the said arches are supported and to which they are fastened, the vertical and diagonal ties embedded at their upper ends in the upper part of the arches,and having the screw-bolts, nuts, keys, or other retaining devices, and the longitudinal tension-rods having the end resistance-plates, and the struts mounted on the said rods and supporting the crowns of the longitudinal arches.

5. The combination of agirder orlike body,

of concrete, cement, artificial stone, or similar material formed with transverse arches, of a longitudinal tie having end resistance-plates, and on which the footings of the said arches are supported and to which they are fastened, and the vertical and diagonal ties embedded at their upper ends in the upper part of the arches, and having the screw-bolts, nuts, keys, or similar devices.

PETER H. J AOKSON.

\Vitnesses:

JAMEs B. LANE, HENRY HAUSTEIN.

Referenced by
Citing PatentFiling datePublication dateApplicantTitle
US4831800 *Jun 24, 1987May 23, 1989Nedelcu Lucian IBeam with an external reinforcement system
Classifications
Cooperative ClassificationE04C2/06, E04B5/43