USRE17737E - Hobest b - Google Patents
Hobest b Download PDFInfo
- Publication number
- USRE17737E USRE17737E US17737DE USRE17737E US RE17737 E USRE17737 E US RE17737E US 17737D E US17737D E US 17737DE US RE17737 E USRE17737 E US RE17737E
- Authority
- US
- United States
- Prior art keywords
- concrete
- covering
- curing
- bituminous
- drying
- 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
Links
- 238000001035 drying Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 230000000717 retained effect Effects 0.000 description 3
- 239000002250 absorbent Substances 0.000 description 2
- 230000002745 absorbent Effects 0.000 description 2
- 230000008020 evaporation Effects 0.000 description 2
- 238000001704 evaporation Methods 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 230000036571 hydration Effects 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002594 sorbent Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- NGZXDRGWBULKFA-NSOVKSMOSA-N (+)-Bebeerine Chemical compound C([C@@H]1N(C)CCC=2C=C(C(=C(OC3=CC=C(C=C3)C[C@H]3C=4C=C(C(=CC=4CCN3C)OC)O3)C=21)O)OC)C1=CC=C(O)C3=C1 NGZXDRGWBULKFA-NSOVKSMOSA-N 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 239000010902 straw Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/04—Preventing evaporation of the mixing water
Definitions
- This material differing from those previously used for the purpose, is waterproof, so that the sun and air acting upon the upper surface of the covering do not'draw up and evaporate the moisture of the upper surface f the concrete; but, on the contrary, the moisture is retained beneath the; bituminous felt so that the upper surface of the concrete is kept moist and consequently cured at a rate more nearly corresponding to that of the lower art of the concrete which is in contact with t e damp ground.
- My invention differs from these in that I employ as a temporary covering a felt paper which has been rendered waterproof or nonaccomplished and the.
- the method of making a concrete pavement which consists in placing a layer of concrete upon a suitable foundation; and temnon-abporarily covering the upper surface thereof with a layer of bituminous felt, and maintainj ing such covering until the concrete surface is completely and evenly set.
- 3. The method of curing cement concrete which comprises placing the concrete and then retarding the evaporation of original mois- I ture from the surface exposed to the atmosphere by laying directly on said exposed surface a covering of sheet material carrying bitumen whereby the moisture will be retained in the said covered concrete and leaving said material on the'concrete a suflicient length of time to prevent the drying of said surface before hydration of the cement has occurred, whereby the even curing' of the concrete is accomplished.
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
Reissued July 15, 1930 UNITED STATES ROBERT B. GAGE, OI TRENTON, NEW JERSEY METHOD OF CURING CONCRETE In Drawing. Original No. 1,672,380, dated June 5,
1928, Serial No. 50,483, filed August 15, 1925. Ap-
plication mreissue filed Kay 20, 1930. Serial 110. 454,175.
The strength of a mass of concrete is dependent upon the even drying, setting and aging of the mass. This is difficult to rightly accomplish in the manufacture of concrete road and pavements because of the relatively large surface exposed to the drying action of the air and sun which tends to dry the surface before the even hydration of the cement has occurred. v
To overcome this the-surface of a concrete road after it has been placed is sometimes covered with water by building an earth dam on each side of the concrete and across it at intervals. This is quite costly, and not very practical when the pavement is constructed on a grade. Other methods of curing concrete are to cover the surface with straw or burlap, and to keep these materials wetted by sprinkling until the curing of the concrete has been accomplished, but this is troublesome not only because of the necessity of frequent sprinkling, but also because it is necessary to prevent the covering from being disturbed by the wind. Burlap or canvas have also been suspended on frames a short distance above the pavement, but this is a costly method and the frames are diflicult to keep in place in windy weather.
I have discovered that a more efiicient and more economical the even drying and setting of concrete is to cover the surface of the concrete after it has been placed, with a layer of bituminous felt or other heavy paper saturated or coated with a waterproofed bituminous layer. Ordinary roofing felt answers the purpose well.
This material, differing from those previously used for the purpose, is waterproof, so that the sun and air acting upon the upper surface of the covering do not'draw up and evaporate the moisture of the upper surface f the concrete; but, on the contrary, the moisture is retained beneath the; bituminous felt so that the upper surface of the concrete is kept moist and consequently cured at a rate more nearly corresponding to that of the lower art of the concrete which is in contact with t e damp ground.
Furthermore bituminous felt is highly .ab-
sorbent of heat and the warmth of the submethod of accomplishing jacent concrete thus created helps the even hardening of the concrete, freezing on frost-y nights.- few days the curin 'is covering is removed.
I am aware that various absorbent coverings have been employed to protect the surface of freshly laid concrete from the cold and-to'prevent it from freezing. I am also aware of the use of various dampened surfaces as'I have abovedescribed to prevent the and also prevents At the end of a too rapid drying of the upper surface of the concrete by the atmosphere and the sun.
My invention differs from these in that I employ as a temporary covering a felt paper which has been rendered waterproof or nonaccomplished and the.
absorbent of water, by the application of a bituminous saturation or coating. I believe this to be novel, and I have found that it is highly eflicient for the reasons which I have previously explained.
Having thus described my invention, I claim:
1. The method of curing concrete which consists in placing the concrete and then temporarily covering the surface thereof which is exposed to the atmosphere with a? sorbent bituminous felt, until the even curing of the concrete is accomplished.
2. The method of making a concrete pavement which consists in placing a layer of concrete upon a suitable foundation; and temnon-abporarily covering the upper surface thereof with a layer of bituminous felt, and maintainj ing such covering until the concrete surface is completely and evenly set. 3. The method of curing cement concrete which comprises placing the concrete and then retarding the evaporation of original mois- I ture from the surface exposed to the atmosphere by laying directly on said exposed surface a covering of sheet material carrying bitumen whereby the moisture will be retained in the said covered concrete and leaving said material on the'concrete a suflicient length of time to prevent the drying of said surface before hydration of the cement has occurred, whereby the even curing' of the concrete is accomplished.'
4. The method of curing cement concrete which com rkes placing the concrete and then re the evaporation of original moisture from the surface exposed to the atmosfphere by laying directly on said exposed 5 sur ace a bituminated covering comprising bituminated felted fibrous sheet material, whereby the moisture will be retained in" the said covered concrete and leaving said mate,- rial on the concrete at suflicient len thpf time to El -event the'drying of said surace before by ation of the cement has occurred, whereby the even curing of the concrete is accomplished. y
In testimony of which invention 1 have hereunto set my hand, at Philadelphia, Pennsylvania, on this 2nd day of April, 1930.
ROBERT B. GAGE.
Publications (1)
Publication Number | Publication Date |
---|---|
USRE17737E true USRE17737E (en) | 1930-07-15 |
Family
ID=2080451
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US17737D Expired USRE17737E (en) | Hobest b |
Country Status (1)
Country | Link |
---|---|
US (1) | USRE17737E (en) |
-
0
- US US17737D patent/USRE17737E/en not_active Expired
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