US3034732A

US3034732A - Monolithic wall forming apparatus

Info

Publication number: US3034732A
Application number: US672723A
Authority: US
Inventors: Jr James B Winn
Original assignee: ARCHILITHICS CO
Current assignee: ARCHILITHICS CO
Priority date: 1957-07-18
Filing date: 1957-07-18
Publication date: 1962-05-15
Anticipated expiration: 1979-05-15

Description

May 15, 1 962 J. B. WINN, JR 3,034,732

MONOLITHIC WALL FORMING APPARATUS Filed July 18, 1957 3 Sheets-Sheet l 7; Carrier 7'0 Power 75 (am ressor //7 yen/Zr.-

James 3. Min/2 May 15, 1962 J. B. WlNN, JR

MONOLITHIC WALL FORMING APPARATUS 3 Sheets-Sheet 2 Filed July 18, 1957 i Mum/Zr: James Wimp/n May 15, 1962 J. B. WINN, JR 3,034,732

MONOLITHIC WALL FORMING APPARATUS Filed July 18, 1957 3 Sheets-Sheet 5 James B. W/xm/n United States Patent Office 3,034,732 Patented May 15, 1962 3,034,732 MONOLITHIC WALL FORMING APPARATUS James B. Winn, Jr., Wimberley, Tex., assignor to The Archilithics Co., Dallas, Tex., a corporation of Texas Filed July 18, 1957, Ser. No. 672,723 1 Claim. (Cl. 239-419) This invention relates to new and useful improvements in monolithic wall forming apparatus, that is, apparatus such as may be used for forming a wall in a continuous manner in situ.

More specifically, the present invention relates to certain improvements in the apparatus disclosed in my earlier application serial No. 524,010, filed July 25, 1955, now Patent No. 2,877,530, of which this application is a continuation-in-part.

The principal object of the present invention is to facilitate formation of a strong, rigid wall without the use of conventional forms or molds, such a wall being well able to retain its form without slumping or sagging while the material thereof is setting.

The above object is attained in the present apparatus by the provision of means for discharging fluid cementitious material in the space where a wall is to be formed and simultaneously discharging fibrous reinforcing material therein, so that the fibrous material becomes intermixed with and embedded in the cementitious material during setting of the latter and substantially reinforces the same.

An important feature of the present invention resides in the provision of means for discharging the cementitious and fibrous materials from the apparatus under the force of compressed air and varying the air pressure under which each material is discharged, whereby the relative proportions of the two materials in the mixture may be varied as desired.

Another feature of the present invention resides in the provision of improved wall forming plates in the apparatus, and in the provision of improved means for actuating these plates so as to efiectively shape and mold the wall being formed.

Another feature of the present invention resides in the provision of means whereby the apparatus may be either supported by a universally movable boom for formation of a wall in accordance with a pre-selected geometrical pattern, or may be supported by the hand of an operator and freely manipulated as a portable tool for finishing walls with proofings, plaster, and the like, or for building up reinforced mixes over open mesh wire, etc.

With the foregoing more important objects and features in view and such other objects and features as may become apparent as this specification proceeds, the invention will be understood from the following description taken in conjunction with the accompanying drawings, wherein like characters of reference are used to designate like parts, and wherein:

FIGURE 1 is a side elevational view of the present invention shown as being supported by a universally movable boom;

FIGURE 2 is a fragmentary top plan view thereof;

FIGURE 3 is a cross-sectional view on an enlarged scale, taken substantially in the plane of the line 3--3 in FIGURE 1;

FIGURE 4 is an enlarged vertical sectional view of the nozzle used in the invention;

FIGURE 5 is a sectional detail of the jet pipe, taken substantially in the plane of the line 55 in FIGURE 1;

FIGURE 6 is a horizontal sectional view on an enlarged scale, taken substantially in the plane of the line 6-6 in FIGURE 1;

FIGURE 7 is a fragmentary elevational view, taken substantially in the plane of the line 7-7 in FIGURE 6;

FIGURE 8 is a sectional detail, taken substantially in the plane of the line 88 in FIGURE 6;

FIGURE 9 is a perspective view of one of the wall forming plates;

FIGURE 10 is a diagramatic illustration of the compressed air lines and plate actuating cylinders connected thereto;

FIGURE 11 is a side elevational view of a slightly modified form of the invention, detached from the supporting boom and adapted for portable use; and

FIGURE 12 is a fragmentary elevational view of a slightly modified arrangement of the jet pipe connection.

Referring now to the accompanying drawings in detail, particular to FIGURES l-l0 inclusive, the monolithic wall forming apparatus in accordance with the present invention is designated generally by the reference numeral 15 and is adapted to be supported by a suitable, universally movable boom 16. As in my earlier application Serial No. 524,010, the boom 16 may be power actuated and adapted for movement in a straight or a curved path selectively in any desired direction. However, since the arrangement and actuation of the boom does not form a part of the present invention, further description thereof is regarded as unnecessary in this disclosure.

A pair of spaced frame members 17 are adjustably mounted on the boom 16, each of these frame members consisting of a pair of spaced uprights 18 having a lower cross-piece 19 and a set of

upper crossapieces

20, 21 extending therebetween, as is best shown in FIGURES 3 and 7. An intermediate cross-piece 22 also extends between the uprights 18, the various cross-pieces being secured to the uprights in any suitable manner, such as for example, by welding. The cross-pieces 21 of the two frame members 17 are adapted to abut the underside of the boom 16 while pressure pads 23, carried by screws 24 extending through threaded holes in the cross-piece 20, clampingly engage the upper surface of the boom, whereby to securely fasten the frame members 17 to the boom. The screws 24 are provided with suitable lock nuts 25 to prevent them from turning after the pads 23 have been clamped against the boom. It will be noted from the foregoing that the frame members '17 may be readily applied to or removed from the boom, and moreover, the spacing or distance between the frame members may be pre-adjusted, as desired.

A pair of opposing wall forming plates 26 are supported by the respective frame members 17, these plates having substantially parallel, vertical lower portions 26a and mutually divergent upper portions 2612, as shown. The plates 26 are provided at their upper edges with outwardly projecting lugs 27 which are pivoted to the crosspieces 22 by suitable pins or rivets 28. The lower edges of the plates are similarly provided with outwardly projecting lugs 29 which are pivoted to the cross-pieces :19 by the pins or rivets 30. The

pivots

28, 30 of each plate are vertically aligned, so that the two plates may rock about the vertical axes of the pivots as. indicated by the arrows 3-1, 32 in FIGURE 6.

A duct 33 for fluid cementitious material extends longitudinally under the boom 16 and is provided with a downturned portion 33a equipped with an outlet nozzle 34. The latter is disposed between the frame members 17 above the plates 26 so that material discharged through the nozzle is delivered into the space between the two plates 26 to form a wall. The flow of material from the nozzle is indicated at 35 in FIGURE 1, while the formed wall is shown at 36.

As illustrated in FIGURE 4, the nozzle 34 is provided on the down-turned portion 33a of the duct, being connected thereto by a suitable T-coupling 37 which accommodates therein a reduced portion or jet 38 formed at the end of the duct portion 33a itself in such manner that the jet 38 is spaced from but discharges into the nozzle 34 and that a space 39 exists in the coupling 37 around the jet and in communication with the nozzle, as illustrated. A compressed air line 40 is also connected to the coupling 37 and has a reduced end or jet 41 communicating with the space 39, so that when fluid cementitious material is delivered under pressure from a suitable pump (not shown) through the duct 33 and the jet 38, compressed air passing into the space 39 through the jet 41 causes the material to be forcibly discharged through the nozzle 34 as shown at 35.

A jet pipe 42 extends substantially in parallel with the duct 33 and is secured thereto by

suitable clamps

43, 44, which may also serve to secure both the duct and the pipe 42 to the boom 16, if so desired. The pipe 42 has a downturned end portion attached to the coupling 37 by a clamp 45 and projecting somewhat beyond the nozzle 34, as indicated at 42a. The pipe 42 is adapted for delivery of a suitable fibrous reinforcing material 46 into the wall being formed, such material being discharged through the end portion 42a of the pipe in a substantially parallel direction to the flow of material from the nozzle 34, as indicated at 47.

As is 'best shown in FIGURE 5, the pipe 42 is provided with a T-coupling 48 having a compressed air line 49 connected thereto, the reinforcing material 46 being delivered into the coupling through a pipe 50 which enters the coupling longitudinally or axially through an end cap 51 with which the coupling is equipped. The pipe 50 has a reduced jet end 52, surrounded by an air space 53 in the coupling, so that compressed air delivered into the space 53 through the line 49 may forcibly draw the material through the pipe 50 and discharge the same through the pipe 42, as indicated at 47 The rate of flow of compressed air through the line 49 is controlled by a suitable valve 54, while the flow of compressed air through the line 40 is controlled by a similar valve 55. The

lines

40, 49 are connected together by a T-coupling 56 which also communicates with a compressed air supply line 57.

The duct 33 is connected by a quickly separable coupling 58 to an extension 33b leading from a suitable pump for fluid cementitious material. A flexible conduit 59, secured to the duct extension 33b by suitable clamps 60, serves to deliver the fibrous reinforcing material 46 into the pipe 50 from a roll 46a or some other suitable supply of such material, it being noted that a space exists between the pipe 50 and the adjacent end of the conduit 59 so that it is not necessary to provide a separable connection between these parts. When the apparatus is in operation, the space between the conduit 59 and the pipe 50 is traversed by the flow of material therethrough. The compressed air supply line 57 is connected by a quickly separable coupling 61 to an extension line 57a leading from an air compressor (not shown), while an electric conductor 62, equipped with a quickly separable connector 63 and with a suitable switch 64, is in circuit with a source of electric power and with motors for driving the air compressor and the cementitious material pump.

The connector 63 is disposed adjacent the

couplings

58, 61, While the switch 64 is attached to the air line 40 adjacent the valve 55 by a suitable clamp 65, the switch 64 being used to turn on or off the air compressor and the material pump, as desired.

When the apparatus is placed in operation, tluid cementitious material is discharged through the 11OZzle 34 while fibrous reinforcing material is simultaneously discharged through the jet pipe 42 into the space between the plates 26, where these materials are mixed and molded by the plates to form the wall. As the apparatus is moved, the wall forming operation proceeds in a continuous fashion so that the wall is formed monolithically. The simultaneous discharge of the cementitious and fibrous materials results in a homogeneous mixture which lends characteristics of strength and durability to the formed wall.

The proportion of reinforcing material in the mixture may be effectively controlled by the

valves

54, 55, and if desired, solid reinforcing rods 66, 67 may be also embedded in the formed wall during the forming procedure, by simply installing the same in place between the plates 26. Such rods may extend both vertically and horizontally and be connected together at points of crossing with suitable tie wires, as indicated at 68. The rods may also be screwthreaded as indicated at 69 for longitudinal connection with one another, as formation of the wall progresses.

The thickness of the wall under formation may be pre-adjusted by varying the spacing of the frame members 17 on the boom 10, thus correspondingly varying the distance or space between the plates 26. The parallel lower portions 26a of the plates effectively form the wall, while the divergent upper portions 26b function in the nature of a funnel for guiding the

streams

35, 47 of material into place between the plates.

As the wall is being formed, the apparatus is shifted; by the boom 16 longitudinally of the wall and it is desirable to exert a lateral compressive force on the sides of the wall so as to produce a certain amount of tamping action of the cementitious material and to finish the sides of the wall with a substantial degree of smoothness. This is effected by virtue of the pivotal mounting of the plates 26, whereby these plates may be turned about the axes of the

pins

28, 30 in the directions of the arrows 31 in FIGURE 6, so that, considering the apparatus to be moving along the wall in the direction of the arrow 70, the leading edges 71 of the plates 26 are drawn apart, while the trailing edges 72 thereof are drawn together and into a pressing engagement with the sides of the wall being formed.

Movement of the plates 26 is effected by providing the upper lugs 27 with arm-like extensions 73 which have connected thereto by suitable pivots 74 the piston rods 75 of a pair of air cylinders 76. The latter are secured by suitable screws 77 to a pair of straps 78 which, in turn, are welded or otherwise secured to the aforementioned uprights 18 of the frame members 17. One of the straps 78 carrying one of the cylinders 76 is provided on each frame member 17 for actuating the plate 26 associated therewith, the straps 78 being disposed substantially at the level of the cross-pieces 22 and being provided with slots or recesses 79 in which the extensions 73 are freely movable.

The cylinders 76 are double-acting, each being provided with a pair of

compressed air lines

80, 81. These lines extend upwardly to and above the boom 16 and are joined together by

suitable couplings

82, 83 in such manner that when air under pressure is admitted to the cylinders through the lines 81, the plates 26 are actuated so that the trailing edges 72 thereof are drawn together. On the other hand, when compressed air is admitted through the lines 80, the leading edges 71 of the plates are drawn together as indicated by the arrows 32.

While primarily it is desired to draw together only the trailing edges of the plates, actuation of the cylinders 76 to draw the leading edges of the plates together permits release of lateral compressive forces at the trailing edges. Moreover, if the cylinders are actuated alternately in opposite directions, the resultant rocking motion of the plates 26 will impart a degree of tamping action to the wall being formed, when so desired.

The

aforementioned couplings

82, 83 communicate with

air lines

84, 85, respectively, leading from a suitable control valve 86 mounted on the boom 16, the valve 86, in turn, being connected by a line 87 to a source of compressed air, such as for example, the compressor which feeds the aforementioned line 57a. By actuation of the valve 86, compressed air may be delivered to the cylinders 76 selectively through the

lines

80, 81.

As already stated, the fibrous reinforcing material 46 bridges the gap or space between the adjacent ends of the pipe 50 and the conduit 59. However, if so desired,

this space or gap may be closed by the installation of a suitable connecting sleeve or tube 88 as shown in FIG- URE 12, which permits materials such as setting agents, coloring agents or various other ingredients to be blown into the cementitious mixture of the wall in substitution for or in addition to the fibrous reinforcing material 46.

It may also be noted that while the aforementioned electric switch 64 may be used to control both the air compressor and the cementitious mixture pump, separate controls may be provided therefor by the installation of another switch, such as for example, a switch 89 on a conductor 90 which is held by one or more of the clamps 60. The switch 89 may freely hang adjacent the

valves

54, 55 for convenient operation.

The apparatus as thus far described is primarily intended to be supported by the universally movable boom 16, or forming walls in accordance with a pre-selected geometrical pattern.

However, it may be readily detached from the boom and used, without the Wall forming plates 26, in the manner of a portable tool known in the trade as a cocoon gun. This modified arrangement is shown in FIG- URE 11 wherein it will be noted that in this instance the downturned portion 33a of the duct 33 is preferably omitted so that the nozzle 34 is in axial alignment with the duct 33, and that the jet tube 42b is similarly straight and projects beyond the nozzle to a greater extent than in the arrangement previously described. The compressed air line 40a is curved so as to feed laterally into the coupling 37, but the arrangement of the other components is substantially the same. The boom 16, the frame members 17 and the plates 26, of course, are omitted, and the apparatus thus arranged may be held and freely manipulated by the hand of the operator so as to discharge the cementitious mixture alone, or cementitious mixture together with fibrous reinforcing material, setting agents, coloring agents, etc., onto the surface of a rough wall already formed, or onto open mesh wire, or the like. As such, the portable apparatus is well adapted either for wall construction or wall finishing such as in plastering, weather proofing, sizing etc. The portable apparatus may, of course, be used with or without either of the

switches

64, 89, and with or without theconnecting sleeve 88, as desired.

Referring again to the form of the invention shown in FIGURE 1, it should be noted that the plates 26 are positioned well downwardly from the nozzle 34, so that they engage the formed wall 36 at a level where they properly straddle the reinforcing rods 66, 67 in the wall. This positioning of the plates enables the apparatus to be moved easily back and forth along the formed wall, without interfering in any way with the reinforcing rods, the cementitious mixture being blown in and around the rods'without the necessity of tamping or vibrating the mixture.

While in the foregoing there has been shown and described the preferred embodiment of the invention, various modifications may become apparent to those skilled in the art to which the invention relates. Accordingly, it is not desired to limit the invention to this disclosure, and various modifications may be resorted to, such as may lie within the spirit and scope of the appended claim.

What is claimed as new is:

In a monolithic wall forming apparatus, the combination of a duct of a relatively large diameter for fluid cementitious material, a discharge nozzle provided at one end of said duct, a jet pipe of a relatively small diameter for fibrous reinforcing material extending in parallel along side and secured to said duct, said jet pipe having an outlet end portion projecting longitudinally beyond said nozzle and oriented substatnially in parallel to a flow of material from the nozzle, means for introducing cementitious material from said duct axially into the nozzle in spaced relation from the side wall of the nozzle, a compressed air line connected laterally to the nozzle for introducing air under pressure into the space at the side wall of the nozzle in surrounding relation with cementitious material therein whereby to forcibly discharge the oementitious material from the nozzle, means for introducing fibrous material axially into said jet pipe in spaced relation from the side wall of said pipe, and a compressed air line connected laterally to the jet pipe for introducing air under pressure into the space at the side wall of the pipe in surrounding relation with the fibrous material therein whereby to propel the fibrous material through the outlet of said pipe for intermixing with the cementitious material discharged from said nozzle.

References Cited in the file of this patent UNITED STATES PATENTS Re. 20,117 Power Sept. 22, 1936 984,254 Akeley Feb. 14, 1911 1,171,909 Weber Feb. 15, 1916 1,223,586 Johnson Apr. 24, 1917 1,534,008 Bongardt Apr. 14, 1925 1,583,918 Dunn May 11, 1926 1,648,874 Delaney Nov. 8, 1927 1,655,676 Daggert Jan. 10, 1928 1,663,206 McRae Mar. 20, 1928 1,751,087 Jackson Mar. 18, 1930 1,787,449 Jackson Jan. 6, 1931 1,881,345 Beatty et a]. Oct. 4, 1932 1,995,692 Urschel Mar. 26, 1935 2,165,099 Hansen July 4, 1939 2,233,304 Bleakley Feb. 25, 1941 2,255,189 Robinson et a1. Sept. 9, 1941 2,275,738 Dark Mar. 10, 1942 2,339,892 Urschel Ian. 25, 1944 2,433,463 Lampe Dec. 30, 1947 2,440,920 Stepanian May 4, 1948 2,607,100 Urschel Aug. 19, 1952 2,779,689 Reis Ian. 29, 1957 2,819,122 Schneider Ian. 7, 1958 2,850,421 Thompson Sept. 2, 1958 UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent No. 3,034,732 May l5 1962 James Bo Winn Jr.

It is hereby certified that error appears in the above numbered patent requiring correction and that the said Letters Patent should read as corrected below.

In the grant, lines 2 and 12 and in the heading to the prlnted specification lines 3 and 4 name of assignee, for

"The Archilithics C0,", each occurrence, read The Archilithlc Co, column 2, line 14, for "particular" read partlcularly column 6 line 14, for "substatnially" read substantially Signed and sealed this 9th day of October 1962.

(SEAL) Attest:

ERNEST w. SWIDER AVID L- LADD Attesting Officer Commissioner of Patents