US851625A - Process for laying pavement. - Google Patents
Process for laying pavement. Download PDFInfo
- Publication number
- US851625A US851625A US34345906A US1906343459A US851625A US 851625 A US851625 A US 851625A US 34345906 A US34345906 A US 34345906A US 1906343459 A US1906343459 A US 1906343459A US 851625 A US851625 A US 851625A
- Authority
- US
- United States
- Prior art keywords
- stone
- grout
- voids
- layer
- laying
- 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
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
- E01C19/48—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 laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
Definitions
- My invention relates to a process of constructing stone or gravel roads or pavements and it is design ed particularly as an improvement on my previous invention patented May 1, 1906, No. 819,652.
- the process of laying the pavement as described in said patent consists in first laying a layer of uncoated stone, compressing said stone until the voids therein are small, then grouting with a mix,- ture of cement, sand and water until said voids are filled and lastly adding a suitable surface to the foundation thus made.
- great di'fllculty has been experienced in distributing the grout in such manner that it will run into and fill all the voids of spaces in the stone layer.
- the object of the present invention is to lay the pavement and particularly the grout in such a manner that all the voids in the stone layer will be filled therewith and no holes Will be left in the surface.
- the invention consists primarily in agitating the grout as and after it is placed upon the stone whereby any air holes that may appear are closed up, the air is forced out of the voids and said voids are filled with the grout. A solid and homogeneous mass is thereby obtained which will last indefinitely.
- a steam roller which may be the same used for compressing the stone. Whereas in the old manner of laying the pavement the rolling was stopped after the stone had been compressed, in the present process the rolling is continued during and after the grouting is added. It has been found that said rolling may be continued until the grout has percolated the stone layer before said grout sets.
- the present process consists in constructing a foundation by laying a layer of uncoated stone, compressing said stone layer until the voids therein are small, grouting the same with a mixture of cement, sand and water, agitating the mass by rolling or otherwise compressing it until the stone layer is compact and the grout flushes up to the surface showing that all the voids or spaces between the stone have been filled with the grout.
- constructed layers of stone and grout may be added to the first one until the desired thickness is reached.
- Any suitable surface may be placed on the foundation thus formed but I prefer to use another layer of grout, preferably thicker, with fine stone in its surface.
- the fine stone may be mixed with said layer of grout or the latter may be laid first and the fine stone spread upon and pressed into its surface before it has become set.
- the surface. may be smoothed, preferably by brooming, to the desired contour before the grout sets.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
EErrE srATEs PATENT oEEmE.
WALTER E. HASSAM, OF VVOROESTER', MASSACHUSETTS, ASSIGNORTO THE HASSAM PAVING COMPANY, OF WORCESTER, MASSACHUSETTS, A COR- PORATION OF MASSACHUSETTS.
Specification of Letters Patent.
Patented April 23, 1907.
Application filed November 14, 1906. Serial No. 848,459.
To all whom, 712% may concern.-
Be it known that I, VVALTER E. HAssAM, a citizen of the United States, residing at Worcester, in the county of Worcester and State of Massachusetts, have invented certain new and useful Improvements in Processes for Laying Pavement 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 appertains to make and use the same.
My invention relates to a process of constructing stone or gravel roads or pavements and it is design ed particularly as an improvement on my previous invention patented May 1, 1906, No. 819,652. The process of laying the pavement as described in said patent consists in first laying a layer of uncoated stone, compressing said stone until the voids therein are small, then grouting with a mix,- ture of cement, sand and water until said voids are filled and lastly adding a suitable surface to the foundation thus made. In laying the pavement according to this process, great di'fllculty has been experienced in distributing the grout in such manner that it will run into and fill all the voids of spaces in the stone layer. This is due to the air which is compressed or imprisoned in said voids and the dust which accumulates on the stone. It has also been found that the imprisoned air has a tendency to force its way through the grouting with the result that the surface thereof is covered with small air holes.
The object of the present invention is to lay the pavement and particularly the grout in such a manner that all the voids in the stone layer will be filled therewith and no holes Will be left in the surface.
The invention consists primarily in agitating the grout as and after it is placed upon the stone whereby any air holes that may appear are closed up, the air is forced out of the voids and said voids are filled with the grout. A solid and homogeneous mass is thereby obtained which will last indefinitely. To properly agitate the grout, I preferably employ a steam roller which may be the same used for compressing the stone. Whereas in the old manner of laying the pavement the rolling was stopped after the stone had been compressed, in the present process the rolling is continued during and after the grouting is added. It has been found that said rolling may be continued until the grout has percolated the stone layer before said grout sets.
The present process consists in constructing a foundation by laying a layer of uncoated stone, compressing said stone layer until the voids therein are small, grouting the same with a mixture of cement, sand and water, agitating the mass by rolling or otherwise compressing it until the stone layer is compact and the grout flushes up to the surface showing that all the voids or spaces between the stone have been filled with the grout. Similarly constructed layers of stone and grout may be added to the first one until the desired thickness is reached. Any suitable surface may be placed on the foundation thus formed but I prefer to use another layer of grout, preferably thicker, with fine stone in its surface. The fine stone may be mixed with said layer of grout or the latter may be laid first and the fine stone spread upon and pressed into its surface before it has become set. The surface. may be smoothed, preferably by brooming, to the desired contour before the grout sets.
I claim:
1. The process of constructing a road or pavement which consists in laying a layer of uncoated stone, compressing said stone layer until the voids therein are small, grouting with a mixture of cement, sand and water, agitating the mass to expel the air and fill the voids between the stone with said grout and repeating said process of laying layers of stone and grout and agitating the same until the desired thickness is reached.
2. The process of constructing a road or pavement which consists in laying a layer of uncoated stone, compressing said stone layer until the voids are small, grouting with a mixture of cement, sand and water, agitating the mass to expel the air and fill the voids between the stone with said grout, and placing a surface on the mass thus formed.
3. The process of constructing a road or pavement which consists in laying a layer of uncoated stone, compressing said stone layer until the voids are small, grouting with a mixture of cement, sand and water, agitating the mass to expel the air and fill the voids between the stone with said grout, adding another layer of grout and line stone and smoothing the surface to the desired contour before it is set.
l. The process of constructing a road or pavement which consists in laying a layer of uncoated stone, compressing said stone layer until the voids are small, grouting with a mixture of cement, sand and Water, agitating the mass to expel the air and iill the voids between said stone With the grout, adding another layer of grout, spreading line stone upon said grout and smoothing to the desired contour before it has set.
5. The process of constructing a road or pavement which consists in laying a layer oi. uncoated stone, compressing said stone layer until the voids therein are small, grouting with a mixture of cement, sand and water, agitating the mass to expel the air and [ill the voids between said stone with the groul, repeating said process of laying layers oi' stone and grout and agitating the same until
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US34345906A US851625A (en) | 1906-11-14 | 1906-11-14 | Process for laying pavement. |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US34345906A US851625A (en) | 1906-11-14 | 1906-11-14 | Process for laying pavement. |
Publications (1)
Publication Number | Publication Date |
---|---|
US851625A true US851625A (en) | 1907-04-23 |
Family
ID=2920083
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US34345906A Expired - Lifetime US851625A (en) | 1906-11-14 | 1906-11-14 | Process for laying pavement. |
Country Status (1)
Country | Link |
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US (1) | US851625A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3907449A (en) * | 1974-08-28 | 1975-09-23 | Phillips Petroleum Co | Stabilizing open graded asphalt-concrete |
US4002412A (en) * | 1974-08-28 | 1977-01-11 | Phillips Petroleum Company | Stabilizing open graded asphalt-concrete |
-
1906
- 1906-11-14 US US34345906A patent/US851625A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3907449A (en) * | 1974-08-28 | 1975-09-23 | Phillips Petroleum Co | Stabilizing open graded asphalt-concrete |
US4002412A (en) * | 1974-08-28 | 1977-01-11 | Phillips Petroleum Company | Stabilizing open graded asphalt-concrete |
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