US122498A - Improvement in the manufacture of concrete pavements and in machinery forthe same - Google Patents
Improvement in the manufacture of concrete pavements and in machinery forthe same Download PDFInfo
- Publication number
- US122498A US122498A US122498DA US122498A US 122498 A US122498 A US 122498A US 122498D A US122498D A US 122498DA US 122498 A US122498 A US 122498A
- Authority
- US
- United States
- Prior art keywords
- pavement
- machinery
- manufacture
- concrete
- improvement
- 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
- 238000004519 manufacturing process Methods 0.000 title description 8
- 239000000203 mixture Substances 0.000 description 32
- 239000007788 liquid Substances 0.000 description 22
- 239000000463 material Substances 0.000 description 20
- 239000004575 stone Substances 0.000 description 18
- 239000012530 fluid Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000004568 cement Substances 0.000 description 6
- 238000002156 mixing Methods 0.000 description 6
- 239000004576 sand Substances 0.000 description 6
- 238000003756 stirring Methods 0.000 description 6
- 210000000614 Ribs Anatomy 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000000354 decomposition reaction Methods 0.000 description 4
- 239000002023 wood Substances 0.000 description 4
- 241000507564 Aplanes Species 0.000 description 2
- FRCFWPVMFJMNDP-UHFFFAOYSA-N N-propan-2-ylaniline Chemical compound CC(C)NC1=CC=CC=C1 FRCFWPVMFJMNDP-UHFFFAOYSA-N 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000000470 constituent Substances 0.000 description 2
- 238000011049 filling Methods 0.000 description 2
- 238000000227 grinding Methods 0.000 description 2
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 description 2
- 239000011344 liquid material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241000894007 species Species 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 238000004642 transportation engineering Methods 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/42—Machines for imparting a smooth finish to freshly-laid paving courses other than by rolling, tamping or vibrating
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S366/00—Agitating
- Y10S366/606—Tractor-mounted mortar mixing chamber
Definitions
- Fig. 2 is a vertical transverse section.
- Fig. 3 is a side elevation of the machine, showing a part in section.
- Fig. 4 is a detached sectional view of the mixing-vessel, forcing-vessel, 850.
- Fig. 5 is a cross-section of the street and pavement; and
- Fig. 6 is alongitudinal section, showing a modification of the pavement.
- the object of this invention is to provide for the public an improved street-pavement, an improved method of laying the same, and improved means for carrying said method into practice.
- the invention consists in the improved machinery and appliances hereinafter described, andin the improved method oi'constructin g pavements and other structures by the use of such machinery and appliance,
- a distinctive feature in mymethod of laying pavements consists in manufacturing the concrete composition in a fluid or semi-fluid state, so that it will flow through pipes, and in conveying it from the mixing-machine to the spot where it is to be laid, in pipes or conduits and flowing it from the pipes upon the ground, or upon a suitable foundation, where it immediately sets and forms the pavement, its surface being molded to any desired conformation by means of surface molds.
- a pavement I preferably use the composition described in an application for Letters Patent of the United States filed by me contemporaneously herewith; but in my improved process or method of laying pavements as herein described, I do not confine myself to that particular composition, but propose to use any composition whatever, now known or hereafter to be discovered, the properties of which adapt it to be conveyed and laid while in a fluid state.
- the machine is provided with a rotary mixingvessel, (2, with a crane or other suitable hoisting apparatus, 13, which dumps the materials into the mixing-vessel, with a series of grinding and mixing disks, and wheels M N working within the mixing-vessel, with adjustable and m ovable pipes or conduits D ,through which the liquid concrete composition is conveyed from the machine to the street; and also, if preferred, with forcing apparatus, F, which forces the fluid into and through the pipes to its destination, the mixing-vessel being rotated by a friction-wheel, m, upon the shaft m of the stir; ring-wheel, which shaft is driven by a crank and pinion, or other suitable means, operated by the power of the engine.
- a rotary mixingvessel (2, with a crane or other suitable hoisting apparatus, 13, which dumps the materials into the mixing-vessel, with a series of grinding and mixing disks, and wheels M N working within the mixing-vessel, with adjustable and m ovable pipes or conduits D ,through which
- the fixed disks N and rotary stirrers M M are inclined to each other, as shown in Fig. 3, so as to more thoroughly mix the contents of the vessel.
- the liquid composition after it has been thoroughly mixed with the pebbles, gravel, or broken stone, flows off from the mixer through passages cZ, provided with suitable valves, into the pipe D, which delivers it wherever it is required for use.
- a forein g apparatus to propel it through the pipes, the same consisting, preferably, of a tight chamber, F, capable of resisting great pressure, into which the liquid flows from the mixer, and a pipe, f, by which steam or compressed air can be introduced into the chamber F, upon the liquid, to force the latter, by pressure, into the pipe 1). Any other species of forcing apparatus may, however, be substituted, if preferred.
- a guard or shield, g is attached to the standard which supports the plate N, to
- Any form of steam-engine, and any construction of propelling apparatus may be used, which will answer the purpose, and the engine may be combined with or set up independent of the machine, and connected to it when in operation by belts, gear-wheels, or other suit able means.
- the pipe D may be jointed or flexible, to adapt it to be lengthened or shortened, or moved in any desired direction.
- the constituent elements of such composition are cement, sand, water, and gravel, or broken stones.
- the apparatus being either in motion or not, as preferred. If not in motion I start it up and run it till the cement and water have become liquid, and the sand and broken stones thoroughly and uniformly mixed therewith. I then open the valves and let it flow off through the pipe D. New materials may be continuously fed to the machine while it is in operation, or the mixing-vessel may be successively filled and emptied, as the man ufacturer may prefer.
- surface-molds In laying pavements by means of this improved process and mechanism, where the ground or other foundation is level, it may not be necessary to use surface-molds, as the composition is sufficiently liquid to settle to a pen fectly level surface, but where the street is crowning, or the structure is to be molded to any particular form, surface-molds must, of course, be employed.
- These molds may be of any suitable structure, and may impress upon the surface of the pavement any desired configuration or design,from the simply-roughened or corrugated surface, shown in Fig. 1, up to the most elaborate patterns that the fancy may suggest.
- My method of laying the pavement is preferably as follows,but can, of course, be altered as circumstances may require. First, having removed the old cobble-stones, or other material constituting the old pavement, and leveled the street down to the required grade, I place suitable side molds, t t, across the street, and
- the pavement may be laid upon any kind of foundation, and the foundation may rest fiat upon the ground, or be supported above it upon piles, sills, blocks, or other sub-structure, in any manner that may be preferred. They may be protected from decomposition by means of a coating of concrete applied to them, as shown in my former patent, for protecting piles. So. too, the pavement maybe cast with supporting ribs on the under side, as shown in Fig. 6.
- Suitable provision may be made for the subsequent removal of sections of the stone concrete whenever it may be necessary to get at the water or gas-pipes for the purpose of repairing them, or to get to the ground beneath for any purpose whatever.
- Spaces may be left unfilled by the concrete and be afterward so filled in that the stones or blocks maybe taken out independently of the rest of the pavement.
- a softer material may be used, which can be easily cut out or otherwise removed, or the hard material, ifused, may be separated from the surrounding pavement by a thin partition of softer material by strips of wood, or by anything else that will allow the blocks to come out readily, and to give it the required degree of elasticity.
- a stone-breaking apparatus of any pattern may be used with the mixing machine, and be driven by the same engine, both machines being combined in one, if preferred.
- I take up the old cobble-stones as the work advances, break them up, feed them to the mixing-machine, and lay them down again in the new pavement a few yards in rear, thereby saving all expense of transportation and effecting an immense reduction in the cost of the materials, beside obviating the necessity of having large tracts of the old pavement up at the same time.
- beds may be cast in the surface of the pavement to receive the rails.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
3Sheets--Sheet l.
W. H. SMITH. Improvement in the Manufacture 0% Concrete Pavement and Machinery for same.
Patented Jan. 2, 1872 vine 19.: e0.
3 Sheets-Sheet 3.
W. H. SMITH.
Improvement in the Manufacture of Concrete Pavement and Machinery for same.
Patented Jan. 2, 1872.
%. aw a 7/06/1 emrea. c .M W eczhenm.
. UNITED STATES PATEN FFIC.
WILLIAM HARROLD SMITH, OF NEW YORK, N. Y.
IMPROVEMENT IN THE MANUFACTURE OF CONCRETE PAVEMENTS AND IN MACHINERY FOR THE SAME.
Specification forming part of Letters Patent No. 122,498, dated January 2, 1872.
To all whom it may concern:
Be it known that I, WILLIAM HARROLD SMITH, of the city, county, and State of New York, have invented certain new and useful Improvements in the Manufacture of Concrete Pavements and Machinery for the same; and I do hereby declare the following to be a full, clear, and exact description of the same, reference being had to the accompanying drawing forming part of this specification, in which- Figurelis aplan. Fig. 2 is a vertical transverse section. Fig. 3 is a side elevation of the machine, showing a part in section. Fig. 4 is a detached sectional view of the mixing-vessel, forcing-vessel, 850. Fig. 5 is a cross-section of the street and pavement; and Fig. 6 is alongitudinal section, showing a modification of the pavement.
Similar letters of reference indicate the same parts.
The object of this invention is to provide for the public an improved street-pavement, an improved method of laying the same, and improved means for carrying said method into practice. To this end the invention consists in the improved machinery and appliances hereinafter described, andin the improved method oi'constructin g pavements and other structures by the use of such machinery and appliance,
substantially as hereinafter set forth.
A distinctive feature in mymethod of laying pavements consists in manufacturing the concrete composition in a fluid or semi-fluid state, so that it will flow through pipes, and in conveying it from the mixing-machine to the spot where it is to be laid, in pipes or conduits and flowing it from the pipes upon the ground, or upon a suitable foundation, where it immediately sets and forms the pavement, its surface being molded to any desired conformation by means of surface molds.
In thus constructin g a pavement I preferably use the composition described in an application for Letters Patent of the United States filed by me contemporaneously herewith; but in my improved process or method of laying pavements as herein described, I do not confine myself to that particular composition, but propose to use any composition whatever, now known or hereafter to be discovered, the properties of which adapt it to be conveyed and laid while in a fluid state.
In preparing and laying my improved composition above referred to, I make use of machinery and other appliances, which I will nowproceed to describe.
In the first place, for the purpose of thoroughly mixing the materials and conveying them in a fluid state to the spot where they are to be laid, I employ a portable machine, operated preferably by steam-power, said machine being moved along from time to time either by hand or its own motive power as the work progresses. The machine is provided with a rotary mixingvessel, (2, with a crane or other suitable hoisting apparatus, 13, which dumps the materials into the mixing-vessel, with a series of grinding and mixing disks, and wheels M N working within the mixing-vessel, with adjustable and m ovable pipes or conduits D ,through which the liquid concrete composition is conveyed from the machine to the street; and also, if preferred, with forcing apparatus, F, which forces the fluid into and through the pipes to its destination, the mixing-vessel being rotated by a friction-wheel, m, upon the shaft m of the stir; ring-wheel, which shaft is driven by a crank and pinion, or other suitable means, operated by the power of the engine. The fixed disks N and rotary stirrers M M are inclined to each other, as shown in Fig. 3, so as to more thoroughly mix the contents of the vessel. The liquid composition, after it has been thoroughly mixed with the pebbles, gravel, or broken stone, flows off from the mixer through passages cZ, provided with suitable valves, into the pipe D, which delivers it wherever it is required for use. When it is necessary to force the liquid up hill, or to convey it quickly orin larger quantities than usual, or through long pipes, or to press it in the mold and expel the air therein, in which it might begin to stiffen before reaching its destination, I employ a forein g apparatus to propel it through the pipes, the same consisting, preferably, of a tight chamber, F, capable of resisting great pressure, into which the liquid flows from the mixer, and a pipe, f, by which steam or compressed air can be introduced into the chamber F, upon the liquid, to force the latter, by pressure, into the pipe 1). Any other species of forcing apparatus may, however, be substituted, if preferred. A guard or shield, g, is attached to the standard which supports the plate N, to
prevent the stirring-wheel from throwing out the liquid when in rapid motion.
Any form of steam-engine, and any construction of propelling apparatus may be used, which will answer the purpose, and the engine may be combined with or set up independent of the machine, and connected to it when in operation by belts, gear-wheels, or other suit able means. The pipe D may be jointed or flexible, to adapt it to be lengthened or shortened, or moved in any desired direction.
By reference to my application for Letters Patent upon the composition which I prefer to employ with this machine, it will be observed that the constituent elements of such composition are cement, sand, water, and gravel, or broken stones. In preparing such composition I place the cement and sand in the mixer, in suitable proportions, and add the water and the broken stones, the apparatus being either in motion or not, as preferred. If not in motion I start it up and run it till the cement and water have become liquid, and the sand and broken stones thoroughly and uniformly mixed therewith. I then open the valves and let it flow off through the pipe D. New materials may be continuously fed to the machine while it is in operation, or the mixing-vessel may be successively filled and emptied, as the man ufacturer may prefer.
In laying pavements by means of this improved process and mechanism, where the ground or other foundation is level, it may not be necessary to use surface-molds, as the composition is sufficiently liquid to settle to a pen fectly level surface, but where the street is crowning, or the structure is to be molded to any particular form, surface-molds must, of course, be employed. These molds may be of any suitable structure, and may impress upon the surface of the pavement any desired configuration or design,from the simply-roughened or corrugated surface, shown in Fig. 1, up to the most elaborate patterns that the fancy may suggest.
My method of laying the pavement is preferably as follows,but can, of course, be altered as circumstances may require. First, having removed the old cobble-stones, or other material constituting the old pavement, and leveled the street down to the required grade, I place suitable side molds, t t, across the street, and
run the liquid between them. It soon sets and forms parallel ribs or walls w w. I then place blocks 1) 1), preferably of the solidified concrete, at suitable intervals between the walls to to assist in supporting the surfacemolds, after which the latter are placed, as shown at c 6, suitable sinking-heads, 88, being provided to compensate for the shrinkage of the material in setting. I then connect the pipes D D to'the molds and run in the liquid composition, the molds being held down by weights, if necessary. The gutters, curbstones, and side-walks may all be made at the same time, in one continuous piece with the center of the street, if preferred. In a few minutes after the molds have been filled the liquid will have set sufficiently to allow them to be taken up and advanced to the space between the next two walls, and so on until the whole is laid. Of course removable side molds or bulk-heads may be employed in place of the concrete walls 70 w. The pavement constructed by this process may be of any suitable thickness. Where the groundis soft or there arebad places, liable to settle, it may be made twelve inches or more in thickness, so that when complete it will stand like an arch of solid masonry, entirely independent of any local subsidonce of the foundation. Then built for this purpose chords or girders 70 k may be embedded in the composition, to operate in lieu of abut; ments to the arch, or may may be extended across the street under the pavement, as shown in Fig. 5, in which case it may be desirable to protect them from decomposition. So, too, the pavement may be laid upon any kind of foundation, and the foundation may rest fiat upon the ground, or be supported above it upon piles, sills, blocks, or other sub-structure, in any manner that may be preferred. They may be protected from decomposition by means of a coating of concrete applied to them, as shown in my former patent, for protecting piles. So. too, the pavement maybe cast with supporting ribs on the under side, as shown in Fig. 6.
Suitable provision may be made for the subsequent removal of sections of the stone concrete whenever it may be necessary to get at the water or gas-pipes for the purpose of repairing them, or to get to the ground beneath for any purpose whatever. Spaces may be left unfilled by the concrete and be afterward so filled in that the stones or blocks maybe taken out independently of the rest of the pavement. In filling in such spaces a softer material may be used, which can be easily cut out or otherwise removed, or the hard material, ifused, may be separated from the surrounding pavement by a thin partition of softer material by strips of wood, or by anything else that will allow the blocks to come out readily, and to give it the required degree of elasticity. If no provision should be made for the purpose blocks can be easily cut out anywhere by means of the newly-invented sand-blast apparatus, or by a saw or other device. To facilitate the cutting out of such blocks strips of wood, or other soft substance, may be embedded in the surface of the pavement, if preferred, to prevent the horses from slipping, though there will be no appreciable danger from such cause, as I design using stones ofdiiferent degrees of hardness, in order that they may wear unequally, and cause the pavement always to present a rough surface.
A stone-breaking apparatus of any pattern may be used with the mixing machine, and be driven by the same engine, both machines being combined in one, if preferred. With such apparatus, when relaying pavements, I take up the old cobble-stones as the work advances, break them up, feed them to the mixing-machine, and lay them down again in the new pavement a few yards in rear, thereby saving all expense of transportation and effecting an immense reduction in the cost of the materials, beside obviating the necessity of having large tracts of the old pavement up at the same time. In laying the pavement in streets where streetrailways are in operation, beds may be cast in the surface of the pavement to receive the rails.
Having thus described my invention, what I claim is+- 1. The process of laying concrete pavements by flowing the liquid material upon the bed of the street, substantially as described.
2. The combination of the mixing-vessel with stirring mechanism, and With pipes or conduits to convey the mixed material from the vessel to the street, when adapted to the construction of pavements, substantially as described.
3. The compressing apparatus F, in combination with the mixer, and the pipes or conduits, substantially as and for the purposes described.
4. The portable machine herein described,
com hi] I in g a mixing-vessel, stirring mechanism,
Witnesses H. K. ELLSWORTH,
MELLVILLE CHURCH. (110)
Publications (1)
Publication Number | Publication Date |
---|---|
US122498A true US122498A (en) | 1872-01-02 |
Family
ID=2191937
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US122498D Expired - Lifetime US122498A (en) | Improvement in the manufacture of concrete pavements and in machinery forthe same |
Country Status (1)
Country | Link |
---|---|
US (1) | US122498A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2994254A (en) * | 1957-03-01 | 1961-08-01 | John F Shumaker | Plastic sidewalk |
US4706317A (en) * | 1986-10-10 | 1987-11-17 | Horstketter Eugene A | Concrete train paving apparatus and method |
-
0
- US US122498D patent/US122498A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2994254A (en) * | 1957-03-01 | 1961-08-01 | John F Shumaker | Plastic sidewalk |
US4706317A (en) * | 1986-10-10 | 1987-11-17 | Horstketter Eugene A | Concrete train paving apparatus and method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP3112585B1 (en) | A tunneling machinery and a method of providing a concrete tunnel base | |
KR100332287B1 (en) | Moving mixer for concrete | |
CN107825604A (en) | A kind of concrete cutter device | |
US122498A (en) | Improvement in the manufacture of concrete pavements and in machinery forthe same | |
US4004782A (en) | Machine for mixing aggregate and resin | |
JP2007162403A (en) | Invert subgrade construction method | |
US2303336A (en) | Apparatus for emplacing concrete | |
US1163770A (en) | Laying or constructing concrete courses. | |
KR20190076605A (en) | Surface repairing device for concrete and asphalt and surface repairing method using that | |
US1632946A (en) | Process for the production of canals | |
US10690468B2 (en) | Apparatus and method for filling boreholes in blasting operations | |
US1309384A (en) | Assictos tp amalgamated machmeby | |
US242689A (en) | Teeeitoey | |
US268976A (en) | Method of and apparatus for making brick | |
US369920A (en) | coig-net | |
US264861A (en) | Machine for mixing mortar or concrete | |
US3327433A (en) | Architectural concrete rubbing machine | |
US672934A (en) | Apparatus for mixing and placing material for concrete pavement. | |
US659867A (en) | Paving-tool. | |
US1090229A (en) | Apparatus for laying and molding concrete roadways, pavements, and the like. | |
US909134A (en) | Combined mixer and sprinkler for making roads. | |
US1220338A (en) | Mixing and transporting concrete. | |
US688986A (en) | Granitoid-walk-laying machine. | |
US267841A (en) | Construction of arches | |
US420453A (en) | Administratrix of lester |