US2529500A - Apparatus for drying and expediting the setting of plastic concrete - Google Patents
Apparatus for drying and expediting the setting of plastic concrete Download PDFInfo
- Publication number
- US2529500A US2529500A US754311A US75431147A US2529500A US 2529500 A US2529500 A US 2529500A US 754311 A US754311 A US 754311A US 75431147 A US75431147 A US 75431147A US 2529500 A US2529500 A US 2529500A
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- concrete
- chamber
- drying
- expediting
- setting
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B1/00—Producing shaped prefabricated articles from the material
- B28B1/08—Producing shaped prefabricated articles from the material by vibrating or jolting
- B28B1/082—Producing shaped prefabricated articles from the material by vibrating or jolting combined with a vacuum, e.g. for moisture extraction
Definitions
- My invention relates to a new apparatus for treating concrete and other hydraulic cement mixtures shortly after they are poured in place for hardening.
- the object of my invention is therefore to provide an apparatus whereby a substantial portion of the mixing water, which is not required to hydrate the cement, is extracted from the wet concrete mix while simultaneously closing the voids left by the extracted water.
- I accomplish this desirable result by applying a low suction to the concrete and concurrently consolidating the concrete with a trowelling, rodding or vibratory motion of the processing tool on the surface of or inside the concrete mass.
- My preferred apparatus is adapted to contact and apply a low suction to the concrete, thereby drawing water and entrapped air through a perforated, screened plate or wall into an enclosed compartment.
- the suction is induced by a partial vacuum that is created in the compartment by a compressed air operated jet ejector.
- the ejector also exhausts the extracted water and air into the atmosphere.
- Figure 1 is a plan view of my preferred hand operated apparatus for surface treatment.
- Figure 2 is a cross section on the line 22 of Figure 1 showing the ejector.
- Figure 3 is a cross section on the line 3-3 showing the intake tube and the suction chamber.
- Figure 4 is a plan view of the perforated under side of the suction chamber.
- Figure 5 is a section through my preferred apparatus for interior treatment of concrete.
- Figure 6 is a cross section on the line 6-6 of Figure 5.
- I denotes the body of my apparatus for surface treatment, which is preferably made of rigid metal construction, comprising an enclosed pump chamber 2 with its bottom provided with perforations 3 and a porous material 4, preferably metal gauze, at the perforations to screen the concrete aggregate and prevent solid matter to enter the chamber.
- the compressed air enters the tool through the flexible hose line 5 and after passing the air control valve 6, the intake tube I and the jet nozzle 8 is discharged into the atmosphere through the jet throat 9, the exhaust tube I0 and the flexible hose line II.
- a vacuum gauge 12 is shown connected to the suction chamber and I3 indicates braces between the intake and exhaust tubes.
- Figures 5 and 6 show an adaptation of my apparatus for interior treatment of deep concrete sections, comprising a flexible hose line H from an air compressor not shown on the drawing, an intake pipe I 8 extending close to the bottom 22 of the tubular body 2
- the jet nozzle I1 is shown attached to the lower end of the pipe l6 and the jet throat l8 is held in position by a threaded connection to the bottom 22 of tube 2
- encloses the annular suction chamber 24 and its walls are shown provided with perforations 23 and a screen 25 to prevent solid matter from entering the chamber.
- a vacuum gauge 20 is connected to the upper part of the chamber.
- a conventional concrete mold is also shown with side forms 26, stiffeners 21, tie rods 28, bottom plate 29 and support beams 30.
- My apparatus for surface treatment is operated as follows:
- the tool which is adapted for unwatering shallow concrete pours such as floor slabs and pavements, is connected to an air compressor and is provided with a suitable discharge hose. When used it is moved over the concrete surface until the concrete has attained a firm consistency suitable for final finishing thereof.
- My apparatus for interior unwatering of plastic concrete can be operated with a plunger-like motion inside the mass or can be placed in fixed position in the concrete and operated with simultaneous suction and vibratory actions. The latter case refers to my preferred procedure of making precast concrete products such as pipes and shallow wall and floor slabs.
- a practical tool for treating road slabs may comprise two rollers, carrying a continuous screener belt mechanically operated for movement over the concrete surface, with a suction chamber attachment located between the rollers above the lower portion of the screener belt; the whole device being preferably carried on wheels, which engage the marginal forms of the concrete pour.
- Such a tool would be a combined unwatering and finishing machine'ancl would produce a perfectly aligned pavement surface.
- Apparatus for drying and' expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle,
- an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction'therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the water in its passage through the outlet member.
- Apparatus for drying and expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle, an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the water in its passage through the outlet member, said body being flat, and the wall for making contact with the concrete being the bottom wall thereof.
- Apparatus for drying and expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle, an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the Water in its passage through the outlet member, said body being tubular, the wall for making contact with the concrete being the side wall between the ends, the air inlet openings being disposed in said wall along the length of said body.
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Road Paving Machines (AREA)
Description
Nov. 14, 1950 J. G. A. J OHNSON APPARATUS FUR DRYING AND EXPEDITING THE SETTING OF PLASTIC CONCRETE Filed June 12, 1947 ayzm F164. gz zif INVENTOR.
Patented Nov. 14, 1950 APPARATUS FOR DRYING AND EXPEDITIN G THE SETTING OF PLASTIC CONCRETE John Gunnar A. Johnson, New York, N. Y.
Application June 12, 1947, Serial No. 754,311
3 Claims.
My invention relates to a new apparatus for treating concrete and other hydraulic cement mixtures shortly after they are poured in place for hardening.
It is well known that the quantity of mixing water generally required for producing a plastic, workable concrete mixture is considerably greater than is needed for the hydration of the cement. It is also known that the strength of concrete increases with a decrease in the quantity of mixing water relative to the cement content and that the strength increases with the density of the concrete mass.
The object of my invention is therefore to provide an apparatus whereby a substantial portion of the mixing water, which is not required to hydrate the cement, is extracted from the wet concrete mix while simultaneously closing the voids left by the extracted water. I accomplish this desirable result by applying a low suction to the concrete and concurrently consolidating the concrete with a trowelling, rodding or vibratory motion of the processing tool on the surface of or inside the concrete mass. My preferred apparatus is adapted to contact and apply a low suction to the concrete, thereby drawing water and entrapped air through a perforated, screened plate or wall into an enclosed compartment. The suction is induced by a partial vacuum that is created in the compartment by a compressed air operated jet ejector. The ejector also exhausts the extracted water and air into the atmosphere.
Two forms, which my invention may assume are exemplified in the following description and illustrated by way of example in the accompanying drawing, in which:
Figure 1 is a plan view of my preferred hand operated apparatus for surface treatment.
Figure 2 is a cross section on the line 22 of Figure 1 showing the ejector.
Figure 3 is a cross section on the line 3-3 showing the intake tube and the suction chamber.
Figure 4 is a plan view of the perforated under side of the suction chamber.
Figure 5 is a section through my preferred apparatus for interior treatment of concrete.
Figure 6 is a cross section on the line 6-6 of Figure 5.
In the drawing, where like reference characters represent corresponding parts, I denotes the body of my apparatus for surface treatment, which is preferably made of rigid metal construction, comprising an enclosed pump chamber 2 with its bottom provided with perforations 3 and a porous material 4, preferably metal gauze, at the perforations to screen the concrete aggregate and prevent solid matter to enter the chamber. The compressed air enters the tool through the flexible hose line 5 and after passing the air control valve 6, the intake tube I and the jet nozzle 8 is discharged into the atmosphere through the jet throat 9, the exhaust tube I0 and the flexible hose line II. A vacuum gauge 12 is shown connected to the suction chamber and I3 indicates braces between the intake and exhaust tubes. Figures 5 and 6 show an adaptation of my apparatus for interior treatment of deep concrete sections, comprising a flexible hose line H from an air compressor not shown on the drawing, an intake pipe I 8 extending close to the bottom 22 of the tubular body 2|. The jet nozzle I1 is shown attached to the lower end of the pipe l6 and the jet throat l8 is held in position by a threaded connection to the bottom 22 of tube 2|; The position of the jet nozzle can be readily adjusted by turning pipe 16 in the threaded connection [9. The tubular body 2| encloses the annular suction chamber 24 and its walls are shown provided with perforations 23 and a screen 25 to prevent solid matter from entering the chamber. A vacuum gauge 20 is connected to the upper part of the chamber. A conventional concrete mold is also shown with side forms 26, stiffeners 21, tie rods 28, bottom plate 29 and support beams 30.
My apparatus for surface treatment is operated as follows: The tool, which is adapted for unwatering shallow concrete pours such as floor slabs and pavements, is connected to an air compressor and is provided with a suitable discharge hose. When used it is moved over the concrete surface until the concrete has attained a firm consistency suitable for final finishing thereof. My apparatus for interior unwatering of plastic concrete can be operated with a plunger-like motion inside the mass or can be placed in fixed position in the concrete and operated with simultaneous suction and vibratory actions. The latter case refers to my preferred procedure of making precast concrete products such as pipes and shallow wall and floor slabs. I have found that my processing apparatus can be removed from the concrete pour and the side forms stripped within a few minutes after the jet-suction operation is started, leaving a compacted, non-slump concrete, which retains its moulded shape. The action of the air jet is selfexplanatory. The jet is able to create a low vacuum inside the suction chamber of the tool while continuously discharging air and water therefrom. I have found that the employment of high vacuum is undesirable as the concrete in the immediate vicinity of the suction surface thereby dries out and stilfens too rapidly and assumes a porous texture with distinct water channels created by further flow of water. A low suction action is also essential for permitting the movement of my apparatus over a concrete surface. Movement or vibration of my tool effects a progressive compaction of the concrete mass as the water is withdrawn by suction.
Many variations can be made in the construction and use of my device. So for instance a practical tool for treating road slabs may comprise two rollers, carrying a continuous screener belt mechanically operated for movement over the concrete surface, with a suction chamber attachment located between the rollers above the lower portion of the screener belt; the whole device being preferably carried on wheels, which engage the marginal forms of the concrete pour. Such a tool would be a combined unwatering and finishing machine'ancl would produce a perfectly aligned pavement surface.
It is thus to be noted that I do not limit my invention to the forms shown on the drawing as it is evident that alterations may be made in the mode of operations and in the construction of my device without departing from the spirit and scope of my invention. Inasmuch as I use a combination of known elements to achieve a new and useful result I do not only claim the apparatus as part of my invention but also the method described in the specification.
Having described my invention what I claim as new therein and desire to secure by Letters Patent is:
1. Apparatus for drying and' expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle,
an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction'therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the water in its passage through the outlet member.
2. Apparatus for drying and expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle, an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the water in its passage through the outlet member, said body being flat, and the wall for making contact with the concrete being the bottom wall thereof.
3. Apparatus for drying and expediting the setting of wet concrete comprising a body enclosing a chamber having an air injection nozzle, an outlet member adjacent the discharge end of said nozzle, said member having a bore with a contraction therein, the body having a wall with an exterior surface to make contact with the concrete, said wall having inlet openings therein, and screening means over said openings to prevent particles of concrete entering said chamber, so that air issuing from the nozzle removes water from the chamber and atomizes the Water in its passage through the outlet member, said body being tubular, the wall for making contact with the concrete being the side wall between the ends, the air inlet openings being disposed in said wall along the length of said body.
J. GUNNAR A. JOHNSON.
No references cited.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US754311A US2529500A (en) | 1947-06-12 | 1947-06-12 | Apparatus for drying and expediting the setting of plastic concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US754311A US2529500A (en) | 1947-06-12 | 1947-06-12 | Apparatus for drying and expediting the setting of plastic concrete |
Publications (1)
Publication Number | Publication Date |
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US2529500A true US2529500A (en) | 1950-11-14 |
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US754311A Expired - Lifetime US2529500A (en) | 1947-06-12 | 1947-06-12 | Apparatus for drying and expediting the setting of plastic concrete |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2798278A (en) * | 1953-01-22 | 1957-07-09 | Johnson John Gunnar Amandus | Apparatus for treating concrete |
DE974432C (en) * | 1951-12-30 | 1960-12-22 | Vacuum Concrete Sa Soc Du | Method and device for compacting concrete or the like. Masses |
US3600771A (en) * | 1968-08-01 | 1971-08-24 | Tremix Ab | Device for draining newly cast concrete by vacuum treatment |
US4818202A (en) * | 1987-01-29 | 1989-04-04 | C. G. Bevan Associates Limited | Hydration means |
US5246650A (en) * | 1991-06-03 | 1993-09-21 | Clark Richard C | Method of applying aggregate surface finish |
US5932256A (en) * | 1996-09-27 | 1999-08-03 | Mandish; Theodore O. | Vacuum molding apparatus |
-
1947
- 1947-06-12 US US754311A patent/US2529500A/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
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None * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE974432C (en) * | 1951-12-30 | 1960-12-22 | Vacuum Concrete Sa Soc Du | Method and device for compacting concrete or the like. Masses |
US2798278A (en) * | 1953-01-22 | 1957-07-09 | Johnson John Gunnar Amandus | Apparatus for treating concrete |
US3600771A (en) * | 1968-08-01 | 1971-08-24 | Tremix Ab | Device for draining newly cast concrete by vacuum treatment |
US4818202A (en) * | 1987-01-29 | 1989-04-04 | C. G. Bevan Associates Limited | Hydration means |
US5246650A (en) * | 1991-06-03 | 1993-09-21 | Clark Richard C | Method of applying aggregate surface finish |
US5932256A (en) * | 1996-09-27 | 1999-08-03 | Mandish; Theodore O. | Vacuum molding apparatus |
US6461551B1 (en) | 1996-09-27 | 2002-10-08 | Theodore O. Mandish | Vacuum molding process |
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