Method of producing and distributing a pervious concrete product

• US 4,225,357 A
• Filed: 03/09/1979
• Issued: 09/30/1980
• Est. Priority Date: 03/09/1979
• Status: Expired due to Term

• Current Assignee: E. Khashoggi Industries, LLC
• Original Assignee: Harry Hodson
• Inventors: Hodson, Harry
• Primary Examiner(s): Poer, James
• Application Number:
  US06/019,152
• Time in Patent Office: 571 Days
• Field of Search: 106/86, 106/97
• US Class Current: 106/672
• CPC Class Codes: B28C 5/003 Methods for mixing B28C5/386, B28C5/402 take precedence
• CPC Class Codes: B28C 9/002 Mixing systems, i.e. flow charts or diagrams; Making slurries; Involving methodical aspects; Involving pretreatment of ingredients; Involving packaging
• CPC Class Codes: C04B 28/02 containing hydraulic cements other than calcium sulfates
• CPC Class Codes: C04B 38/00 Porous mortars, concrete, artificial stone or ceramic ware; Preparation thereof treating slag with gases or gas generating material C04B5/06 ; expanded graphite C04B35/536
• CPC Class Codes: C04B 40/0028 Aspects relating to the mixing step of the mortar preparation

Abstract

A pervious concrete product and method of formation, distribution and placing of the same which includes the pre-mixing of a predetermined quantity of cement and water, utilizing what may be defined as high energy techniques to accomplish a predetermined degree of hydration of the cement particles prior to the mixing of the resulting cementitious material batch with aggregate having a predetermined particle size so as to accomplish voids of a sufficient degree in the overall resulting concrete product. The concrete product is transported by suitable means which are mounted on and perform as part of a distributing, placing and finishing unit, developed to provide a uniform, durable and substantially planer surface to the final use of the concrete product.

Claims

1. A method of producing a pervious concrete product of the type which allows fluids to pass therethrough, said method comprising the steps of:

(a) supplying a predetermined quantity of cement dependent on quantity and desired strength and performance characteristics of the resulting pervious concrete products,

(b) supplying a predetermined quantity of water depending on said predetermined quantity of supplied cement,

(c) continuously mixing together said predetermined quantities of cement and water to form a cementitious material utilizing high energy techniques, at least until said resulting cementitious material establishes a substantially consistent viscosity defined by separation of said water from said cement being substantially eliminated,

(d) supplying a predetermined quantity of aggregate depending upon quantity and desired strength and performance characteristics of the resulting concrete product, and wherein the average size of individual aggregate is dependent on desired permeability of the resulting concrete product,

(e) mixing said predetermined quantity of aggregate with said cementitious material subsequent to the mixing of said cement and water to form said pervious concrete product.

2. A method as in claim 1 further including continuously mixing said aggregate and cementitious material and distributing said concrete product at an area of application immediately from said point of continuous mixing.

3. A method as in claim 1 further comprising mixing said predetermined quantities of cement and water together utilizing high energy techniques and continuing said high energy mixing until a predetermined degree of hydration of the particles of cement is accomplished.

4. A method as in claim 3 further comprising continuing high energy mixing of said cement and water until said cementitious material is characterized by a predetermined and substantially continuous degree of viscosity.

5. A method as in claim 1 further comprising continuously supplying said predetermined quantities of cement and water to a mixing facility, spraying said water concurrently into mixture with said cement upon supplying of said cement to said mixing facility.

6. A method as in claim 1 wherein less than ten percent by weight of the supplied aggregate is smaller than one-half the average maximum particle size of said predetermined quantity of aggregate supplied.

7. A method as in claim 1 further including:

(a) discharging said formed concrete product into a feeder means disposed and configured for transfer of said concrete product to the area of application, and

(b) transfering said formed concrete product from said feeder means to distribution means disposed to distribute said concrete product over a predetermined surface area at the area of application.

8. A method as in claim 7 further comprising continuously distributing a flow of said concrete product in a mobile state in consistently sufficient quantities for delivery at a site of application to define a finished product of predetermined thickness and lateral dimension, finishing said applied concrete product concurrent to and immediately subsequent to distribution thereof.