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V Gardem INDIANAPOLIS, MAY 30, 1908. NO. 22 THE USES OP CEMENT. How to Make Posts. 1st Premium.—Cement may be used about the home and on the farm for various purposes. Some of the most important uses are: Building walks; barns and stables; foundations for houses, barns -uid windmills; cisterns, watering troughs, tanks, hog troughs and silos. Ideal concrete is made from a mixture of broken granite or screened gravel, (size varying from a walnut to a hen's eggi, clean, conrse sand and first class Portland i ement, in such proportions that the voids laetween the stones will be filled with sand, and the voids between the grains ssf sand filled with Portland cement, the ceme&t being slightly in excess of the quantity necessary to fill the voids, in or- sler to furnish additional adhesive proper- lies to thoroughly combine the sand with t lie broken stone. The water used should lie clean and free from acid or strong alkalis. The following quotation is from "Concrete, Plain and Reinforced," by the well known authorities, Taylor and Thompson: "A rich mixture for reinforced floors. I s ams, and columns for heavy loading; t.mksl and other water-tight work. Pro portions:: One barrel packed Portland cement to two barrels of loose sand to four barrels of loose gravel or broken stone. For ordinary machine foundations, thin foundation Avails, odinary floors and walks, nse a medium mixture. Proportions: One barrel packed Portland cement to two and one-half barrels of loose sand to five barrels of loose gravel or broken stone. An ordinary mixture for heavy walls, retaining walls, and abutments which are to be subjected to considerable strain. Pro- bsirtions: One barrel of packed Portland cement to three barrels of loose sand to six barrels of loose gravel or broken stone. 1st unimportant work in masses, wliere lbe concrete is subjected to plain compressive strain, ns in large foundations supporting a stationary load, or backing for stone masonnry. Proportions: One barrel or four bags packed Portland ce- nient, to four barrels of loose gravel or 1 t'ssken stone." All parts should be measured. A convenient! form of measure for sand and broken stone is a barrel with the bottom °'it, as it is easily filled and still more Pilsily dumped. Water should be measured I'S the pail for small jobs. ''oncrete should be mixed as near the 1 lace it is to he used as practicable, so •is to avoid delay in getting it into place. " 'eft standing any length of time, it will s*"t and become useless. To avoid thi.. ni|x small batches at a time, using on a small job not more than a half barrel, or two bags, of cement to the batch. Should the cement take its initial set and begin t0 harden before being placed in the forms. *° that it lumps when retempered, discard ' a as the hardening qualities of cement are "fleeted if disturbed after it has begun to set. Mixing should be done on a flat, water- ^'ht platform. Measure the sand and 'Mead it in a layer of even depth. Place e cement on top and turn with shovel at '»»t three times, or until the two are °r°nghly mixed, as shown by uniform br'h Stone thoroughly wet should then thrown on top of the whole, and turn- 'east three times, water being add- ssn the aseeond burning, the quantity varying according to the nature of the work. In general, sufficient water should be used to give a mushy mixture, jt;st too soft to bear the weight of a mat: when in place. Concrete mixing ma chines should be used on large jobs as a matter of economy. Water should be added to the mixture of stone, sand and cement, a little at a time, until the proper consistency is reached. Green timber is preferable for forms, for if seasoned it is likely to swell and warp when brought in contact with moisture from the concrete. Fir, yellow pine or spruce is suitable. If a smooth surface is desired, the sheathing next to the supporting it throughout its length. Take two planks, 2 inches thick, $>/. feet long. Prom one edge lay off 3V6 inches at one end, and from the same edge G inches at the other end. Draw a line between these points and saw along the line. Place them on edge, straight side down, on the bottom board, keeping the 6 inch ends (i inches apart, and the 314 inch ends 3% inches apart. Nail two or three stiff cross lines to keep them in place, and put a solid wooden block at each end. The sides hould be further stiffened by pieces of moulding or lath tacked along the bottom board on the outside. Fill the form thus made 1 inch deep with concrete and place a piece of strong wire, No. 6, one o-. .o-lstr... .mlommmm-¥---mTm--— , ~..m,^mm I ff -Wfl"" Angora Goats, on Farm of W. T. Ellis, Vermillion County. concrete must be planned. It is usually advisable to grease the inside of forms with soap, linseed oil'or crude oil; otherwise particles of concrete will be detached when the forms are removed. Forms should not be greased, however, when it i.s intended to plaster the surface of the concrete, but should be thoroughly wet immediately before placing the concrete. Forms should be left in place from three tss four weeks, if there is earth or water pressure against the wall. If, on the other hand, there is no strain upon it, 24 hours' setting or until the concrete will withstand the pressure of the thumb without indentation, is sufficient. Concrete exposed to the sun should be dampened] occasionally for two weeks or more, at a time when the wall is in a shadow. This will allow the interior of the walls to dry in uniformity with the exterior, thus preventing scaling or cracking. Reinforced concrete is ordinary concrete ir, which iron or steel rods or wire are imbedded. Reinforcement is required when the concrete is liable to be pulled or bent, as in beams, floors, posts, walls and tanks. Walks and floors, should be marked off every six feet to prevent cracking. Concrete work should be avoided so far as possible in freezing weather, as the ,frost will prevent the bonding of different Jayers and will cause a thin scale to peel "bff of the surface of concrete. The farm fence post should be six inches square at the bottom, about 3% inches at top and G% feet long. Select some place where the posts can be left in their original position until dry. Place the bottom board, V/_, inches by 10 inches by 7 feet, in a firm position on the ground. inch in from each side and running from end to end. Fill to within 1 inch of top with concrete, and tamp until water flushes to surface and no air spaces are left. Place two more pieces of wire one inch from sides and then fill to level of form with concrete. Tamp agaiu, and smooth off with a trowel. Let the forins remain on sides at least ten hours, and do not move the bottom board, either away from the post or with the post on it, for ten days, under penalty of post cracking. Post should be left for three or four weeks at least before using, and kept damp by sprinkliug. While the concrete is being put into the forms, -put \_ inch steel bars, greased, through holes bored in the sides of tho form, the proper distance apart for stringing wires, and leave until the concrete takes its final set, approximately four hours, then pull them out. B. B. K. Specifications for Walks. 2d Premium.—The uses of cement on the fnrm are numerous, and the demand for it is constantly increasing. It is largely displacing lime stone for foundations and walls. In some localities it is* bwoming difficult to get stone, and the sand and gravel are usually more convenient; besides the work ean be more exped- iously accomplished and most of us can make our own walls and thus save the expense of hiring a mason. It is also largely used for walks, porch and cellar floors, steps, cellar stairs, floors for barns, hog pens and chicken houses, fence posts, etc. The manner of mixing cement depends on the purpose for which it is to be used. When used for mortar in laying up brick or stone, one part cement to three parts sand is about the proper proportion. Many prefer to substitute lime for one-tenth of cement, as it is somewhat cheaper and mixes to a better consistency. The cement should be spread over the proper proportion of sand, and mixed evenly through while dry. It should then be depressed iu the center and water added, and then thoroughly mixed and turned till the water is absorbed. Sufficient water should be added while mixing to give it the proper consistency. Cement mortar should not be made too thin. The stone or brick are sometimes laid up dry and the cement made very thin and poured in. This is called grouting, but this method is not as satisfactory as using the regular mortar. In concrete work for walks, floors or foundations, the proportion of cement may be less than where textile strength is required. One part cement, three parta sand and six parts coarse gravel or crushed rock may be used. For stronger work the proportion should be 1, 2, 4; or anywhere between these two proportions, according to the work. In mixing concrete the cement and sand should be mixed the same sis for mortar, and the gravel ssi rsaok asidesl, after being wet, and care should be taken to see that the coarse material is distributed. The drier the mixture the more tamping will be required to make a dense concrete and insure a smooth Surface after the molds have been removed. Ordinarily it should be wet enough that it will not require much tamping to bring the water to the surface. Fssr walks, the ground should be excavated to a depth of ten or twelve inches, aud straight, smooth boards arranged along the sides. The ground should be compacted, and then a layer of gravel or cinders put on. This should be wet be- fort putting on the concrete, which should be well tamped. When this is made smooth with a straight edge, the top dressing should be put on without delay. This is made of one part cement to two partfe coarse sand or gravel. The concrete should be four inches thick, and the top dressing one inch. About every six feet the concrete should be divided iu sections to permit expansion. This may be done with a spade and the crevices filled with sand. After the top dressing is put on it should be cut through with a trowel, immediately over these divisions, and the sedges rounded with a jointer. The top dressing should be carefully put on with a trowel, in order that the two mixtures may set together, then leveled with a straight edge, and as soon as dry enough ir should be smoothed with a plastering trowel and the outside edges rounded. To prevent water standing on the walks they should be given a side slope of about one inch to four feet. For driveways and barn floors the concrete should be six inches thick, and to make them less slippery the surface may be slightly indented at intervals with an instrument for that purpose. For fence posts the proportion should be 1, 2, and 5, and no materials over a half inch in diameter should be used. The proportions given are for Portland cement which is the best. J. H. Portland Cement the Best. 3d Premium.—This question of the use of cement is of great importance to the farmer. This is due in part to the scar- Continued on page 9.
Object Description
Title | Indiana farmer, 1908, v. 63, no. 22 (May 30) |
Purdue Identification Number | INFA6322 |
Date of Original | 1908 |
Subjects (LCSH) |
Agriculture Farm management Horticulture Agricultural machinery |
Subjects (NALT) |
agriculture farm management horticulture agricultural machinery and equipment |
Genre | Periodical |
Call Number of Original | 630.5 In2 |
Location of Original | Hicks Repository |
Coverage | United States - Indiana |
Type | text |
Format | JP2 |
Language | eng |
Collection Title | Indiana Farmer |
Rights Statement | Content in the Indiana Farmer Collection is in the public domain (published before 1923) or lacks a known copyright holder. Digital images in the collection may be used for educational, non-commercial, or not-for-profit purposes. |
Repository | Purdue University Libraries |
Date Digitized | 2011-03-23 |
Digitization Information | Original scanned at 300 ppi on a Bookeye 3 scanner using internal software. Display images generated in CONTENTdm as JP2000s; file format for archival copy is uncompressed TIF format. |
Description
Title | Page 1 |
Subjects (LCSH) |
Agriculture Farm management Horticulture Agricultural machinery |
Subjects (NALT) |
agriculture farm management horticulture agricultural machinery and equipment |
Genre | Periodical |
Call Number of Original | 630.5 In2 |
Location of Original | Hicks Repository |
Coverage | Indiana |
Type | text |
Format | JP2 |
Language | eng |
Collection Title | Indiana Farmer |
Rights Statement | Content in the Indiana Farmer Collection is in the public domain (published before 1923) or lacks a known copyright holder. Digital images in the collection may be used for educational, non-commercial, or non-for-profit purposes. |
Repository | Purdue University Libraries |
Digitization Information | Orignal scanned at 300 ppi on a Bookeye 3 scanner using internal software. Display images generated in CONTENTdm as JP2000s; file format for archival copy is uncompressed TIF format. |
Transcript | V Gardem INDIANAPOLIS, MAY 30, 1908. NO. 22 THE USES OP CEMENT. How to Make Posts. 1st Premium.—Cement may be used about the home and on the farm for various purposes. Some of the most important uses are: Building walks; barns and stables; foundations for houses, barns -uid windmills; cisterns, watering troughs, tanks, hog troughs and silos. Ideal concrete is made from a mixture of broken granite or screened gravel, (size varying from a walnut to a hen's eggi, clean, conrse sand and first class Portland i ement, in such proportions that the voids laetween the stones will be filled with sand, and the voids between the grains ssf sand filled with Portland cement, the ceme&t being slightly in excess of the quantity necessary to fill the voids, in or- sler to furnish additional adhesive proper- lies to thoroughly combine the sand with t lie broken stone. The water used should lie clean and free from acid or strong alkalis. The following quotation is from "Concrete, Plain and Reinforced," by the well known authorities, Taylor and Thompson: "A rich mixture for reinforced floors. I s ams, and columns for heavy loading; t.mksl and other water-tight work. Pro portions:: One barrel packed Portland cement to two barrels of loose sand to four barrels of loose gravel or broken stone. For ordinary machine foundations, thin foundation Avails, odinary floors and walks, nse a medium mixture. Proportions: One barrel packed Portland cement to two and one-half barrels of loose sand to five barrels of loose gravel or broken stone. An ordinary mixture for heavy walls, retaining walls, and abutments which are to be subjected to considerable strain. Pro- bsirtions: One barrel of packed Portland cement to three barrels of loose sand to six barrels of loose gravel or broken stone. 1st unimportant work in masses, wliere lbe concrete is subjected to plain compressive strain, ns in large foundations supporting a stationary load, or backing for stone masonnry. Proportions: One barrel or four bags packed Portland ce- nient, to four barrels of loose gravel or 1 t'ssken stone." All parts should be measured. A convenient! form of measure for sand and broken stone is a barrel with the bottom °'it, as it is easily filled and still more Pilsily dumped. Water should be measured I'S the pail for small jobs. ''oncrete should be mixed as near the 1 lace it is to he used as practicable, so •is to avoid delay in getting it into place. " 'eft standing any length of time, it will s*"t and become useless. To avoid thi.. ni|x small batches at a time, using on a small job not more than a half barrel, or two bags, of cement to the batch. Should the cement take its initial set and begin t0 harden before being placed in the forms. *° that it lumps when retempered, discard ' a as the hardening qualities of cement are "fleeted if disturbed after it has begun to set. Mixing should be done on a flat, water- ^'ht platform. Measure the sand and 'Mead it in a layer of even depth. Place e cement on top and turn with shovel at '»»t three times, or until the two are °r°nghly mixed, as shown by uniform br'h Stone thoroughly wet should then thrown on top of the whole, and turn- 'east three times, water being add- ssn the aseeond burning, the quantity varying according to the nature of the work. In general, sufficient water should be used to give a mushy mixture, jt;st too soft to bear the weight of a mat: when in place. Concrete mixing ma chines should be used on large jobs as a matter of economy. Water should be added to the mixture of stone, sand and cement, a little at a time, until the proper consistency is reached. Green timber is preferable for forms, for if seasoned it is likely to swell and warp when brought in contact with moisture from the concrete. Fir, yellow pine or spruce is suitable. If a smooth surface is desired, the sheathing next to the supporting it throughout its length. Take two planks, 2 inches thick, $>/. feet long. Prom one edge lay off 3V6 inches at one end, and from the same edge G inches at the other end. Draw a line between these points and saw along the line. Place them on edge, straight side down, on the bottom board, keeping the 6 inch ends (i inches apart, and the 314 inch ends 3% inches apart. Nail two or three stiff cross lines to keep them in place, and put a solid wooden block at each end. The sides hould be further stiffened by pieces of moulding or lath tacked along the bottom board on the outside. Fill the form thus made 1 inch deep with concrete and place a piece of strong wire, No. 6, one o-. .o-lstr... .mlommmm-¥---mTm--— , ~..m,^mm I ff -Wfl"" Angora Goats, on Farm of W. T. Ellis, Vermillion County. concrete must be planned. It is usually advisable to grease the inside of forms with soap, linseed oil'or crude oil; otherwise particles of concrete will be detached when the forms are removed. Forms should not be greased, however, when it i.s intended to plaster the surface of the concrete, but should be thoroughly wet immediately before placing the concrete. Forms should be left in place from three tss four weeks, if there is earth or water pressure against the wall. If, on the other hand, there is no strain upon it, 24 hours' setting or until the concrete will withstand the pressure of the thumb without indentation, is sufficient. Concrete exposed to the sun should be dampened] occasionally for two weeks or more, at a time when the wall is in a shadow. This will allow the interior of the walls to dry in uniformity with the exterior, thus preventing scaling or cracking. Reinforced concrete is ordinary concrete ir, which iron or steel rods or wire are imbedded. Reinforcement is required when the concrete is liable to be pulled or bent, as in beams, floors, posts, walls and tanks. Walks and floors, should be marked off every six feet to prevent cracking. Concrete work should be avoided so far as possible in freezing weather, as the ,frost will prevent the bonding of different Jayers and will cause a thin scale to peel "bff of the surface of concrete. The farm fence post should be six inches square at the bottom, about 3% inches at top and G% feet long. Select some place where the posts can be left in their original position until dry. Place the bottom board, V/_, inches by 10 inches by 7 feet, in a firm position on the ground. inch in from each side and running from end to end. Fill to within 1 inch of top with concrete, and tamp until water flushes to surface and no air spaces are left. Place two more pieces of wire one inch from sides and then fill to level of form with concrete. Tamp agaiu, and smooth off with a trowel. Let the forins remain on sides at least ten hours, and do not move the bottom board, either away from the post or with the post on it, for ten days, under penalty of post cracking. Post should be left for three or four weeks at least before using, and kept damp by sprinkliug. While the concrete is being put into the forms, -put \_ inch steel bars, greased, through holes bored in the sides of tho form, the proper distance apart for stringing wires, and leave until the concrete takes its final set, approximately four hours, then pull them out. B. B. K. Specifications for Walks. 2d Premium.—The uses of cement on the fnrm are numerous, and the demand for it is constantly increasing. It is largely displacing lime stone for foundations and walls. In some localities it is* bwoming difficult to get stone, and the sand and gravel are usually more convenient; besides the work ean be more exped- iously accomplished and most of us can make our own walls and thus save the expense of hiring a mason. It is also largely used for walks, porch and cellar floors, steps, cellar stairs, floors for barns, hog pens and chicken houses, fence posts, etc. The manner of mixing cement depends on the purpose for which it is to be used. When used for mortar in laying up brick or stone, one part cement to three parts sand is about the proper proportion. Many prefer to substitute lime for one-tenth of cement, as it is somewhat cheaper and mixes to a better consistency. The cement should be spread over the proper proportion of sand, and mixed evenly through while dry. It should then be depressed iu the center and water added, and then thoroughly mixed and turned till the water is absorbed. Sufficient water should be added while mixing to give it the proper consistency. Cement mortar should not be made too thin. The stone or brick are sometimes laid up dry and the cement made very thin and poured in. This is called grouting, but this method is not as satisfactory as using the regular mortar. In concrete work for walks, floors or foundations, the proportion of cement may be less than where textile strength is required. One part cement, three parta sand and six parts coarse gravel or crushed rock may be used. For stronger work the proportion should be 1, 2, 4; or anywhere between these two proportions, according to the work. In mixing concrete the cement and sand should be mixed the same sis for mortar, and the gravel ssi rsaok asidesl, after being wet, and care should be taken to see that the coarse material is distributed. The drier the mixture the more tamping will be required to make a dense concrete and insure a smooth Surface after the molds have been removed. Ordinarily it should be wet enough that it will not require much tamping to bring the water to the surface. Fssr walks, the ground should be excavated to a depth of ten or twelve inches, aud straight, smooth boards arranged along the sides. The ground should be compacted, and then a layer of gravel or cinders put on. This should be wet be- fort putting on the concrete, which should be well tamped. When this is made smooth with a straight edge, the top dressing should be put on without delay. This is made of one part cement to two partfe coarse sand or gravel. The concrete should be four inches thick, and the top dressing one inch. About every six feet the concrete should be divided iu sections to permit expansion. This may be done with a spade and the crevices filled with sand. After the top dressing is put on it should be cut through with a trowel, immediately over these divisions, and the sedges rounded with a jointer. The top dressing should be carefully put on with a trowel, in order that the two mixtures may set together, then leveled with a straight edge, and as soon as dry enough ir should be smoothed with a plastering trowel and the outside edges rounded. To prevent water standing on the walks they should be given a side slope of about one inch to four feet. For driveways and barn floors the concrete should be six inches thick, and to make them less slippery the surface may be slightly indented at intervals with an instrument for that purpose. For fence posts the proportion should be 1, 2, and 5, and no materials over a half inch in diameter should be used. The proportions given are for Portland cement which is the best. J. H. Portland Cement the Best. 3d Premium.—This question of the use of cement is of great importance to the farmer. This is due in part to the scar- Continued on page 9. |
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