US3600771A - Device for draining newly cast concrete by vacuum treatment - Google Patents

Device for draining newly cast concrete by vacuum treatment Download PDF

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US3600771A
US3600771A US840971A US3600771DA US3600771A US 3600771 A US3600771 A US 3600771A US 840971 A US840971 A US 840971A US 3600771D A US3600771D A US 3600771DA US 3600771 A US3600771 A US 3600771A
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mat
gauze
draining
outlet ports
ribbon
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US840971A
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Bror Dyrander
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Tremix AB
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Tremix AB
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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
    • B28B7/00—Moulds; Cores; Mandrels
    • B28B7/40—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material
    • B28B7/46—Moulds; Cores; Mandrels characterised by means for modifying the properties of the moulding material for humidifying or dehumidifying
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
    • E04G21/061—Solidifying concrete, e.g. by application of vacuum before hardening by applying vacuum or vacuum combined with vibration

Definitions

  • a device for draining and compressing newly cast concrete by vacuum treatment is described in the US. Pat. No. 2,046,867.
  • a filter gauze to be spread over the concrete surface is covered by a mat of flexible rubber, and draining passages formed between the gauze and the mat communicate with openings provided through the mat within a narrow bandlike area, said openings being then connected to suction means.
  • the mat may of course also be made from flexible plastic material.
  • the object of the invention is to provide an improved device which eliminates said inconveniences.
  • the openings communicating with the draining passage end in collecting spaces provided at the outside of the mat, and these spaces communicate in turn with outlet ports located within a restricted area of the mat.
  • a nozzle connected to a movable suction conduit is dimensioned to cover all the outlet ports when applied manually in correct position against the exterior of the mat.
  • the mat is thus quite free from attached suction conduits, it can be stored and transported in the form of a roll which may, with a few simple manipulations, be rolled out over the newly cast concrete surface, whereupon the suction nozzle is applied and adheres to the area around the outlet ports.
  • the nozzle may be released by closing a valve in the suction conduit, for instance, and the mat may then easily be moved on to another concrete surface cast meanwhile, whereupon the nozzle is again applied. In this way the work may be carried out rationally.
  • the disposal of the collecting spaces above the mat makes it possible to use a cheap, fluted mat of a standard type.
  • the bottom side of the mat may contain the draining passages open towards the filter gauze, but in a preferred embodiment said passages may be formed in a perforated web or sheet placed between the gauze and the mat.
  • a perforated web or sheet placed between the gauze and the mat.
  • Such a sheet may consist of a wide-meshed net of rather coarse threads, preferably of metal or plastics. If a particularly well planed concrete surface is desired, the sheet may consist of a rather rigid and perforated sheet of rubber or plastics fluted on the underside.
  • the sheet can be divided into a plurality of sections which are placed one beside the other so that together they cover the concrete surface to be drained in one operation.
  • the gauze is attached to the various sections so that it is spread out simultaneously therewith.
  • the cover mat is made of one piece and may to advantage consist of a thin and smooth cloth of rubber or plastics preferably reinforced by fabric. As such a mat may be given a comparatively light weight, it may be dimensioned such that a rather large concrete surface (30-40 sq.m.) may be drained in one operation.
  • the thin plastic cloth may conveniently be rolled up on one or two rods so that even in large dimensions it can be easily handled by two workmen.
  • FIG. 1 shows a perspective view of one embodiment
  • FIG. 2 is a perspective view of the mat on a larger scale with some parts broken up;
  • FIG. 3 shows an end view of the suction nozzle
  • FIG. 4 shows a perspective view of another embodiment, partly broken up
  • FIG. 5 shows a perspective view of a third embodiment, likewise partly broken up.
  • a rather dense gauze 5 of metal wire or textile material preferably nylon or a similar synthetic material, is spread over a rectangular concrete surface 6, and the gauze is covered by a rubber mat 7 projecting outside the gauze 5 at all four edges so that it can be sucked into sealing contact with the concrete surface.
  • the mat 7 is provided with longitudinal flutes 8 on the side facing the gauze, and as shown at 9 in FIG. 1, such flutes 8 may be closed at the short sides of the mat, although this is not always necessary.
  • the edges of the gauze 5 arein some way releasably secured to the mat 7 so that the mat and the gauze may be applied as a unit.
  • the flutes 8 communicate with the top side of the mat by holes 10 provided in zigzag along a transverse central section in such a way that the mat is not unduly weakened.
  • the holes are covered by a strip 11 of highly porous material, preferably a wide-meshed net, and this strip is, in turn, covered by a rubber ribbon 12 of greater length and width.
  • the edge portions of said ribbon 12 are cemented to the mat 7 all around.
  • the ribbon 12 involves a desirable reinforcement of the middle section of the mat weakened by the holes 10. Within a limited central area the ribbon 12 has a number of closely spaced slits 13 which thus communicate with all the flutes 8 at the bottom side of the mat.
  • a suction nozzle is placed over the area having the slits 13.
  • a nozzle 14 is shown in a position above the slits.
  • the nozzle consists of a box secured to and communicating with one end of a rigid handle tube 15 containing a shutoff valve 16.
  • the other end of the tube is connected by a hose, not shown, to a source of vacuum, likewise not shown, preferably over a water collecting tank.
  • the wall of the nozzle box facing away from the tube 15 is provided with a great number of perforations 17 (FIG.
  • the gauze cloth 5 and the rubber mat 7 are of the same kind as described, but the porous strip 11 and the smooth cover ribbon 12 are replaced by a rubber ribbon 20 cemented to the mat along its edges.
  • the lower side of the ribbon 20 is provided with longitudinal flutes 21 closed at both ends, as shown at 22, and communicating with the holes 10 in the mat 7.
  • a central portion of the ribbon 20 is provided with longitudinal slits 23 adapted to cooperate with the nozzle 14 described.
  • the gauze 5 has its edges secured to one side of a wide-meshed net 24 made of metal or plastics and dimensioned such that passageways of sufficient cross section area are formed between the crossed wires.
  • the wire thickness may be about 1 mm. while the size of the mesh may be 2-3 mm.
  • Wire nets of this kind are obtainable commercially in a width of 1.5 m., and in the embodiment shown three wire net sections 24 with attached gauze are laid over the concrete surface 6 in such a way that their longitudinal edges overlap.
  • the wire nets 24 are covered by a smooth cloth 25 of rubber or plastics, preferably reinforce by fabric.
  • the cloth 25 may have a thickness of 0.5-l mm., and as appears from FIG. 5, it is dimensioned such that its edge portions project slightly outside the wire nets 24.
  • the cloth 25 is provided with holes 10 within a narrow central section, and said holes are covered by a strip 11 of highly porous material, preferably a wide-meshed net.
  • the suction noule 14 is of the same kind as that described in the previous embodiments.
  • the device described involves a substantial simplification of the draining operation.
  • the mat and the attached gauze may initially be in the form of a roll which need only be rolled out over the concrete surface, whereupon the nozzle connected to the source of vacuum is applied manually,
  • the sheets with attached gauze are laid over the concrete surface, and the thin cloth initially on a roll is rolled out to cover all the sheets, whereupon the nozzle is applied.
  • the device has proved to operate effectively, and at a pressure of about 0.1-0.3 mm, for instance, a draining period of 1 minute per cm. of the thickness of the concrete is generally quite sufficient to make the concrete hard enough to carry a man without any risk of impressions.
  • Means for draining newly cast concrete by a vacuum treatment comprising a filter gauze to be spread over the concrete surface, a mat of flexible material covering said gauze, draining passages between said gauze and said mat, a porous strip located at the outside of said mat having collecting spaces, said mat having openings in a narrow bandlike area connecting said draining passages to said collecting spaces, a cover ribbon covering said porous strip sealed to said mat outside'the edges of said strip, said cover ribbon having outlet ports from said collecting spaces located within a restricted area of said cover ribbon, and a nonle covering said outlet ports connected to a suction conduit.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Architecture (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Ceramic Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

For draining cast concrete a filter gauze is spread over the concrete surface and covered by a mat of flexible rubber or plastics. Draining passages are formed between the gauze and the mat and connected to collecting spaces provided at the outside of the mat. Outlet ports from said collecting spaces cooperate with a nozzle connected to a movable suction conduit and dimensioned to cover all said outlet ports when applied manually in correct position against the exterior of the mat.

Description

United States Patent Inventor Bror Dyrander Nadia, Sweden Appl. No. 840,971 Filed July 11, 1969 Patented Aug. 24, 1971 Assignee Tremix Aktiebolag Necks, Sweden Priority Aug. 1, 1968, Feb. 10, 1969 Sweden 10396/68 and 282/69 DEVICE FOR DRAINING NEWLY CAST CONCRETE BY VACUUM TREATMENT 7 Claims, 5 Drawing Figs.
[1.8. CI 25/1 F, 210/460 lnt.Cl E04g 21/06 Field of Search 25/1 F;
[56] References Cited UNITED STATES PATENTS 1,945,145 1/1934 Gordon 25/] (F) 2,046,867 7/1936 25/1 (F) X 2,133,641 10/1938 25/1 (F) 2,524,419 10/1950 25/1 (F) X 2,529,500 11/1950 Johnson 25/1 (F) Primary ExaminerJ. Spencer Overholser Assistant ExaminerBen D. Tobor A11orneyWenderoth, Lind and Ponack ABSTRACT: For draining cast concrete a filter gauze is spread over the concrete surface and covered by a mat of flexible rubber or plastics. Draining passages are formed between the gauze and the mat and connected to collecting spaces provided at the outside of the mat. Outlet ports from said collecting spaces cooperate with a nozzle connected to a movable suction conduit and dimensioned to cover all said outlet ports when applied manually in correct position against the exterior of the mat.
Patented Aug. 24, 1911 3,600,771
4 Sheets-Sheet 1 1 010 /P/M/DE mum/rm a, wwmmaw Patented Aug; 24, 1971 4 Shuts-Shut 2 \ZPOR :DJ PH NDE 0. luvs/Irma Patented Aug. 24, 1971 3,600,711
4 Shoots-Shoot 3 320/? QJMA/Df? M/Vd/ran.
Patented Aug. 24, 1971 4 Shoots-Shoot 4 lHl/UIJF'O'L 15%. MWXQLWMM,
DEVICE FOR DRAINING NEWLY CAST CONCRETE BY VACUUM TREATMENT BACKGROUND OF THE INVENTION A device for draining and compressing newly cast concrete by vacuum treatment is described in the US. Pat. No. 2,046,867. A filter gauze to be spread over the concrete surface is covered by a mat of flexible rubber, and draining passages formed between the gauze and the mat communicate with openings provided through the mat within a narrow bandlike area, said openings being then connected to suction means. Although not mentioned, the mat may of course also be made from flexible plastic material. This device known since more than 30 years probably functions satisfactorily, but nevertheless it has met with little interest, which may be explained by the expensive construction and a most tedious mounting and dismounting.
SUMMARY OF THE INVENTION The object of the invention is to provide an improved device which eliminates said inconveniences. For that purpose, the openings communicating with the draining passage end in collecting spaces provided at the outside of the mat, and these spaces communicate in turn with outlet ports located within a restricted area of the mat. Further, a nozzle connected to a movable suction conduit is dimensioned to cover all the outlet ports when applied manually in correct position against the exterior of the mat.
Because the mat is thus quite free from attached suction conduits, it can be stored and transported in the form of a roll which may, with a few simple manipulations, be rolled out over the newly cast concrete surface, whereupon the suction nozzle is applied and adheres to the area around the outlet ports. When the desired degree of draining has been reached, the nozzle may be released by closing a valve in the suction conduit, for instance, and the mat may then easily be moved on to another concrete surface cast meanwhile, whereupon the nozzle is again applied. In this way the work may be carried out rationally. The disposal of the collecting spaces above the mat makes it possible to use a cheap, fluted mat of a standard type.
In the known way, the bottom side of the mat may contain the draining passages open towards the filter gauze, but in a preferred embodiment said passages may be formed in a perforated web or sheet placed between the gauze and the mat. Such a sheet may consist of a wide-meshed net of rather coarse threads, preferably of metal or plastics. If a particularly well planed concrete surface is desired, the sheet may consist of a rather rigid and perforated sheet of rubber or plastics fluted on the underside. The sheet can be divided into a plurality of sections which are placed one beside the other so that together they cover the concrete surface to be drained in one operation. Preferably the gauze is attached to the various sections so that it is spread out simultaneously therewith. If wire nets are used, their edge portions may be caused to overlap each other slightly. The cover mat is made of one piece and may to advantage consist of a thin and smooth cloth of rubber or plastics preferably reinforced by fabric. As such a mat may be given a comparatively light weight, it may be dimensioned such that a rather large concrete surface (30-40 sq.m.) may be drained in one operation. The thin plastic cloth may conveniently be rolled up on one or two rods so that even in large dimensions it can be easily handled by two workmen.
BRIEF DESCRIPTION OF THE DRAWINGS The invention will be described in more detail with reference to the accompanying drawings which show three embodiments.
FIG. 1 shows a perspective view of one embodiment;
FIG. 2 is a perspective view of the mat on a larger scale with some parts broken up;
FIG. 3 shows an end view of the suction nozzle;
FIG. 4 shows a perspective view of another embodiment, partly broken up; and
FIG. 5 shows a perspective view of a third embodiment, likewise partly broken up.
DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS In FIGS. 1 and 2, a rather dense gauze 5 of metal wire or textile material, preferably nylon or a similar synthetic material, is spread over a rectangular concrete surface 6, and the gauze is covered by a rubber mat 7 projecting outside the gauze 5 at all four edges so that it can be sucked into sealing contact with the concrete surface. The mat 7 is provided with longitudinal flutes 8 on the side facing the gauze, and as shown at 9 in FIG. 1, such flutes 8 may be closed at the short sides of the mat, although this is not always necessary. Preferably, the edges of the gauze 5 arein some way releasably secured to the mat 7 so that the mat and the gauze may be applied as a unit.
The flutes 8 communicate with the top side of the mat by holes 10 provided in zigzag along a transverse central section in such a way that the mat is not unduly weakened. The holes are covered by a strip 11 of highly porous material, preferably a wide-meshed net, and this strip is, in turn, covered by a rubber ribbon 12 of greater length and width. The edge portions of said ribbon 12 are cemented to the mat 7 all around. The ribbon 12 involves a desirable reinforcement of the middle section of the mat weakened by the holes 10. Within a limited central area the ribbon 12 has a number of closely spaced slits 13 which thus communicate with all the flutes 8 at the bottom side of the mat.
To evacuate the flutes 8, a suction nozzle is placed over the area having the slits 13. In FIG. 1, a nozzle 14 is shown in a position above the slits. In the embodiment shown, the nozzle consists of a box secured to and communicating with one end of a rigid handle tube 15 containing a shutoff valve 16. The other end of the tube is connected by a hose, not shown, to a source of vacuum, likewise not shown, preferably over a water collecting tank. The wall of the nozzle box facing away from the tube 15 is provided with a great number of perforations 17 (FIG. 3) and is, moreover, widened to form a flange 18 serving as support for a collarlike cloth 19 of rubber or plastic slipped on and projecting from the flange. When the nozzle 14 is placed over the slits 13, the edge portions of the rubber cloth 19 are sucked onto the underlying ribbon 12 to form a leakproof coupling. v
In the embodiment in FIG. 4, the gauze cloth 5 and the rubber mat 7 are of the same kind as described, but the porous strip 11 and the smooth cover ribbon 12 are replaced by a rubber ribbon 20 cemented to the mat along its edges. The lower side of the ribbon 20 is provided with longitudinal flutes 21 closed at both ends, as shown at 22, and communicating with the holes 10 in the mat 7. A central portion of the ribbon 20 is provided with longitudinal slits 23 adapted to cooperate with the nozzle 14 described.
In the embodiment in FIG. 5, the gauze 5 has its edges secured to one side of a wide-meshed net 24 made of metal or plastics and dimensioned such that passageways of sufficient cross section area are formed between the crossed wires. As an example it may be mentioned that the wire thickness may be about 1 mm. while the size of the mesh may be 2-3 mm. Wire nets of this kind are obtainable commercially in a width of 1.5 m., and in the embodiment shown three wire net sections 24 with attached gauze are laid over the concrete surface 6 in such a way that their longitudinal edges overlap. The wire nets 24 are covered by a smooth cloth 25 of rubber or plastics, preferably reinforce by fabric. The cloth 25 may have a thickness of 0.5-l mm., and as appears from FIG. 5, it is dimensioned such that its edge portions project slightly outside the wire nets 24.
In the same way as in the embodiments described previously, the cloth 25 is provided with holes 10 within a narrow central section, and said holes are covered by a strip 11 of highly porous material, preferably a wide-meshed net. The
strip 11 is, in turn, covered by the ribbon 12, the edge portions of which are cemented to the cloth 25. Slit-shaped openings 13 in the ribbon l2 communicate with the passages formed by the wire nets 24 between the gauze and the mat 25. The suction noule 14 is of the same kind as that described in the previous embodiments.
As indicated above, the device described involves a substantial simplification of the draining operation. In the embodiments in FIGS. 1-4, the mat and the attached gauze may initially be in the form of a roll which need only be rolled out over the concrete surface, whereupon the nozzle connected to the source of vacuum is applied manually, When using the embodiment in FIG. 5, the sheets with attached gauze are laid over the concrete surface, and the thin cloth initially on a roll is rolled out to cover all the sheets, whereupon the nozzle is applied. The device has proved to operate effectively, and at a pressure of about 0.1-0.3 mm, for instance, a draining period of 1 minute per cm. of the thickness of the concrete is generally quite sufficient to make the concrete hard enough to carry a man without any risk of impressions.
lclaim:
1. Means for draining newly cast concrete by a vacuum treatment, comprising a filter gauze to be spread over the concrete surface, a mat of flexible material covering said gauze, draining passages between said gauze and said mat, a porous strip located at the outside of said mat having collecting spaces, said mat having openings in a narrow bandlike area connecting said draining passages to said collecting spaces, a cover ribbon covering said porous strip sealed to said mat outside'the edges of said strip, said cover ribbon having outlet ports from said collecting spaces located within a restricted area of said cover ribbon, and a nonle covering said outlet ports connected to a suction conduit.
2. Means as set forth in claim lwherein said flexible material is rubber.
3. Means as claimed in claim 1 in which a net is inserted between said filter gauze and said mat.
4. Means as claimed in claim 1, in which said porous strip is a net inserted between said mat and said cover ribbon.
5. Means as claimed in claim 1 in which said draining passages consist of flutes formed in the underside of said mat.
6. Means as claimed in claim 1 in which said nozzle is surrounded by a rubber or plastic collar to be sucked into sealing contact with said cover ribbon around said outlet ports.
7. Means as claimed in claim 1 in which said draining passages is formed by a perforated sheet placed between said gauze and said mat.

Claims (7)

1. Means for draining newly cast concrete by a vacuum treatment, comprising a filter gauze to be spread over the concrete surface, a mat of flexible material covering said gauze, draining passages between said gauze and said mat, a porous strip located at the outside of said mat having collecting spaces, said mat having openings in a narrow bandlike area connecting said draining passages to said collecting spaces, a cover ribbon covering said porous strip sealed to said mat outside the edges of said strip, said cover ribbon having outlet ports from said collecting spaces located within a restricted area of said cover ribbon, and a nozzle covering said outlet ports connected to a suction conduit.
2. Means as set forth in claim 1 wherein said flexible material is rubber.
3. Means as claimed in claim 1 in which a net is inserted between said filter gauze and said mat.
4. Means as claimed in claim 1, in which said porous strip is a net inserted between said mat and said cover ribbon.
5. Means as claimed in claim 1 in which said draining passages consist of flutes formed in the underside of said mat.
6. Means as claimed in claim 1 in which said nozzle is surrounded by a rubber or plastic collar to be sucked into sealing contact with said cover ribbon around said outlet ports.
7. Means as claimed in claim 1 in which said draining passages is formed by a perforated sheet placed between said gauze and said mat.
US840971A 1968-08-01 1969-07-11 Device for draining newly cast concrete by vacuum treatment Expired - Lifetime US3600771A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE1039668 1968-08-01
SE28269A SE325400C (en) 1969-01-10 1969-01-10 Device for dewatering freshly poured concrete by vacuum treatment

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DE (1) DE1938710A1 (en)
DK (1) DK127847B (en)
ES (1) ES370113A1 (en)
FR (1) FR2014826A1 (en)
GB (1) GB1205010A (en)
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NL (1) NL6911720A (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4203714A (en) * 1975-05-30 1980-05-20 Tremix Ab Apparatus for vacuum processing of concrete
US4518496A (en) * 1983-01-05 1985-05-21 Minoru Kanekubo Liquid branch flow guide conduit assembly for use in a magnetic apparatus for separating foreign matters from waste liquids containing the foreign matters
GB2181774A (en) * 1985-10-17 1987-04-29 Kumagai Gumi Co Ltd Concrete form apparatus
US4730805A (en) * 1985-05-28 1988-03-15 Kabushiki Kaisha Kumagaigumi Form for forming concrete
US4767491A (en) * 1985-02-15 1988-08-30 Moplefan S.P.A. Device for the continuous production of manufactured articles reinforced with mixtures of hydraulic binders
US4787597A (en) * 1985-05-28 1988-11-29 Kabushiki Kaisha Kumagaigumi Cloth faced form for forming concrete
US5124102A (en) * 1990-12-11 1992-06-23 E. I. Du Pont De Nemours And Company Fabric useful as a concrete form liner
US5135692A (en) * 1989-11-20 1992-08-04 E. I. Du Pont De Nemours And Company Form for patterned concrete
US5206981A (en) * 1991-10-25 1993-05-04 E. I. Du Pont De Nemours And Company Fabric tensioning frame
US5246650A (en) * 1991-06-03 1993-09-21 Clark Richard C Method of applying aggregate surface finish
US5247730A (en) * 1991-10-25 1993-09-28 E. I. Du Pont De Nemours And Company Method for attaching and bidirectionally tensioning a porous fabric over a form support
US5302099A (en) * 1992-09-28 1994-04-12 E. I. Du Pont De Nemours And Company Laminated fabric useful as a concrete form liner
WO2005047792A2 (en) * 2003-11-14 2005-05-26 Meir Almog Method and system for drying building structures
US20050132596A1 (en) * 1999-03-08 2005-06-23 Storrer Ernest J. Moisture removal system
CN112060296A (en) * 2020-08-21 2020-12-11 湖南五新模板有限公司 Steel-plastic combined concrete prefabricated part mold and demolding method thereof
CN112140295A (en) * 2020-08-21 2020-12-29 湖南五新模板有限公司 Component mold and demolding method thereof

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Publication number Priority date Publication date Assignee Title
DE3033197A1 (en) * 1980-09-03 1982-04-08 Tremix AB, Skärholmen Suction mat for vacuum treatment of concrete - forms unit with intermediate channels connected to vacuum pump via side tubes
CN106677521A (en) * 2016-11-23 2017-05-17 中国水利水电科学研究院 Formworks for concrete pouring and with an atomizing device and storehouse surface temperature controlling system applying same
CN115026937B (en) * 2022-06-09 2023-07-07 东岳机械股份有限公司 Based on quick pressure release device of vacuum suction hood for aerated concrete production

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US1945145A (en) * 1932-04-04 1934-01-30 Viber Company Ltd Method of and apparatus for compacting and dewatering cementitious mixtures
US2046867A (en) * 1935-10-05 1936-07-07 Vacuum Concrete Corp Method of and apparatus for treating concrete
US2133641A (en) * 1936-02-17 1938-10-18 William M Tompkins Covering for freshly poured concrete
US2524419A (en) * 1946-03-01 1950-10-03 Vacuum Concrete Inc Apparatus and method for utilizing vacuum in molding plastic material, such as concrete
US2529500A (en) * 1947-06-12 1950-11-14 John Gunnar A Johnson Apparatus for drying and expediting the setting of plastic concrete

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Publication number Priority date Publication date Assignee Title
US1945145A (en) * 1932-04-04 1934-01-30 Viber Company Ltd Method of and apparatus for compacting and dewatering cementitious mixtures
US2046867A (en) * 1935-10-05 1936-07-07 Vacuum Concrete Corp Method of and apparatus for treating concrete
US2133641A (en) * 1936-02-17 1938-10-18 William M Tompkins Covering for freshly poured concrete
US2524419A (en) * 1946-03-01 1950-10-03 Vacuum Concrete Inc Apparatus and method for utilizing vacuum in molding plastic material, such as concrete
US2529500A (en) * 1947-06-12 1950-11-14 John Gunnar A Johnson Apparatus for drying and expediting the setting of plastic concrete

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4203714A (en) * 1975-05-30 1980-05-20 Tremix Ab Apparatus for vacuum processing of concrete
US4518496A (en) * 1983-01-05 1985-05-21 Minoru Kanekubo Liquid branch flow guide conduit assembly for use in a magnetic apparatus for separating foreign matters from waste liquids containing the foreign matters
US4767491A (en) * 1985-02-15 1988-08-30 Moplefan S.P.A. Device for the continuous production of manufactured articles reinforced with mixtures of hydraulic binders
US4917749A (en) * 1985-02-15 1990-04-17 Mopfelan S.P.A. Process for the continuous production of manufactured articles reinforced with mixtures of hydraulic binders
US4730805A (en) * 1985-05-28 1988-03-15 Kabushiki Kaisha Kumagaigumi Form for forming concrete
US4787597A (en) * 1985-05-28 1988-11-29 Kabushiki Kaisha Kumagaigumi Cloth faced form for forming concrete
GB2181774A (en) * 1985-10-17 1987-04-29 Kumagai Gumi Co Ltd Concrete form apparatus
US5135692A (en) * 1989-11-20 1992-08-04 E. I. Du Pont De Nemours And Company Form for patterned concrete
US5124102A (en) * 1990-12-11 1992-06-23 E. I. Du Pont De Nemours And Company Fabric useful as a concrete form liner
US5246650A (en) * 1991-06-03 1993-09-21 Clark Richard C Method of applying aggregate surface finish
US5206981A (en) * 1991-10-25 1993-05-04 E. I. Du Pont De Nemours And Company Fabric tensioning frame
US5247730A (en) * 1991-10-25 1993-09-28 E. I. Du Pont De Nemours And Company Method for attaching and bidirectionally tensioning a porous fabric over a form support
US5302099A (en) * 1992-09-28 1994-04-12 E. I. Du Pont De Nemours And Company Laminated fabric useful as a concrete form liner
US20050132596A1 (en) * 1999-03-08 2005-06-23 Storrer Ernest J. Moisture removal system
US20100192400A1 (en) * 1999-03-08 2010-08-05 Storrer Ernest J Moisture removal system
WO2005047792A2 (en) * 2003-11-14 2005-05-26 Meir Almog Method and system for drying building structures
WO2005047792A3 (en) * 2003-11-14 2005-07-28 Meir Almog Method and system for drying building structures
CN112060296A (en) * 2020-08-21 2020-12-11 湖南五新模板有限公司 Steel-plastic combined concrete prefabricated part mold and demolding method thereof
CN112140295A (en) * 2020-08-21 2020-12-29 湖南五新模板有限公司 Component mold and demolding method thereof
CN112060296B (en) * 2020-08-21 2022-06-24 湖南五新模板有限公司 Steel-plastic combined concrete prefabricated part mold and demolding method thereof
CN112140295B (en) * 2020-08-21 2022-06-24 湖南五新模板有限公司 Component mold and demolding method thereof

Also Published As

Publication number Publication date
GB1205010A (en) 1970-09-09
BE736321A (en) 1969-12-31
ES370113A1 (en) 1971-04-01
NL6911720A (en) 1970-02-03
DE1938710A1 (en) 1970-03-05
DK127847B (en) 1974-01-21
IE33539L (en) 1970-02-01
FR2014826A1 (en) 1970-04-24
IE33539B1 (en) 1974-08-07

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