US2702424A - Process of manufacturing prestressed concrete - Google Patents
Process of manufacturing prestressed concrete Download PDFInfo
- Publication number
- US2702424A US2702424A US275369A US27536952A US2702424A US 2702424 A US2702424 A US 2702424A US 275369 A US275369 A US 275369A US 27536952 A US27536952 A US 27536952A US 2702424 A US2702424 A US 2702424A
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- United States
- Prior art keywords
- concrete
- reinforcement
- relatively
- setting
- hardening
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- 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.)
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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
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/04—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
- B28B23/046—Post treatment to obtain pre-stressed articles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/10—Ducts
Definitions
- PRoCEss oF MANUFACTURING PREsTREssED CONCRETE Filed March 7, 1952 1N VEN TOR. .Johan/ves ,Bakker United States Patent O PROCESS F MANUFACTURING PRESTRESSED CONCRETE Johannes Bakker, Lange Ruige Weide, Netherlands Application March 7, 1952, Serial No. 275,369
- the invention relates to a process of manufacturing prestressed concrete.
- two kinds of concrete with different hardening times are used and the filling of the mould occurs in such a manner that the reinforcement lies surrounded along its whole length by a layer of the relatively slower setting concrete in the relatively quicker setting concrete, after which, after suiiicient hardening 40 of the relatively quicker setting concrete, ⁇ but before the relatively slower setting concrete has hardened, the reinforcement is stretched.
- the invention makes use of the known fact that it is possible to retard or accelerate the hardening time of normal concrete by adding definite chemical substances to it.
- the process according to the invention can be performed in several ways, dependent on the needs.
- normal concrete it is possible to use normal concrete round the reinforcement and for the rest so called accelerated concrete.
- This method will be the most suitable for small or simple work pieces, with which the surrounding of the reinforcement requires 5 only little time.
- retarded concrete round the reinforcement and for the rest normal concrete.
- This latter method besides, has the advantage that only a relatively small amount of specially prepared concrete is necessary.
- the relatively quicker setting concrete is poured in to the level of the reinforcement or of a part thereof, after which grooves are pressed in the concrete which is still in a soft condition, in which grooves the reinforcement or the concerned part thereof is laid and then is surrounded by the relatively slower setting concrete, whereafter the mould is further lled with the relatively quicker setting concrete, if necessary interrupted for surrounding the higher parts of the reinforcement with relatively slower setting concrete.
- the invention at the same time comprises the articles or constructionsof prestressed concrete manufactured according to the above method.
- the numeral 1 indicates a mould for a beam or girder 2 with a reinforcement consisting of three reinforcing elements 4 lying in the same horizontal plane 3.
- the relatively quicker setting concrete for instance normal concrete
- the mould is further filled with the relatively quicker setting concrete.
- this latter concrete is suticiently hardened, the reinforcement can be stretched while the relatively slower setting concrete has not yet hardened.
- Figure 2 shows a cross-section of a beam or girder like that of Figure l, but of greater height with a reinforcement, of which the reinforcing elements 4 lie in several ⁇ three ⁇ Aplanes above one another.
- a reinforcement of which the reinforcing elements 4 lie in several ⁇ three ⁇ Aplanes above one another.
- the deep slots or grooves need not be pressed in the concrete, but may also be formed with the aid of filling pieces.
- non-mai concret has reference to a concrete containing no agents for increasing or decreasing or otherwise influencing the setting time of the concrete.
- a process as defined in claim l including the further step of introducing a relatively faster setting concrete into the molding zone above the slower setting concrete.
- a process of making prestressed concrete comprising the steps of introducing a relatively quick setting concrete into a molding zone, forming at least one seat in the quick setting concrete prior to hardening of the quick setting concrete, locating a reinforcement in the seat, surrounding the reinforcement with a slower setting concrete, stretching the reinforcement after sufficient hardening of the quick setting concrete but prior to hardening of 'the slow setting concrete and thereafter adding a relatively quick setting concrete into the molding zone above the quick setting concrete, the slower setting concrete and the reinforcement.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Description
Feb. 22, 1955 J, BAKKER 2,702,424
PRoCEss oF MANUFACTURING PREsTREssED CONCRETE Filed March 7, 1952 1N VEN TOR. .Johan/ves ,Bakker United States Patent O PROCESS F MANUFACTURING PRESTRESSED CONCRETE Johannes Bakker, Lange Ruige Weide, Netherlands Application March 7, 1952, Serial No. 275,369
(Jiaims priority, application Netherlands March 3, 1951 Claims. (Cl. 25--154) The invention relates to a process of manufacturing prestressed concrete.
Usually such concrete is manufactured in heavy moulds with respect of which the reinforcement is stretched, after which the concrete is poured in the mould and after sufficient hardening of the concrete the stress of the rcinforcement is enabled to exercise a prestressing pressure on the concrete.
Beside the known method also a method, in which the concrete piece is manufactured with channels for the reinforcement or the reinforcing elements. through which the reinforcement or the reinforcing elements are inserted after hardening of the concrete, which reinforcing elements are Athen stretched, after which the channels are filled with mortar under pressure. With this method indeed no heavy moulds are necessary, but the degree to which the channels are lled is not verifiable, so that no certainty exists about the goed quality.
'Ihe invention now aims at providing a process which gives the advantages of the above methods without the drawbacks thereof.
According to the invention two kinds of concrete with different hardening times are used and the filling of the mould occurs in such a manner that the reinforcement lies surrounded along its whole length by a layer of the relatively slower setting concrete in the relatively quicker setting concrete, after which, after suiiicient hardening 40 of the relatively quicker setting concrete,` but before the relatively slower setting concrete has hardened, the reinforcement is stretched. With this method, as well as with the last described known method, no heavy moulds are necessary, but at the same time certainty is obtained that the armouring lies well embedded along its whole length in the concrete and is' thus protected against corrosion. Besides a very good adhesion between the reinforcement and the surrounding concrete is guaranteed.
The invention makes use of the known fact that it is possible to retard or accelerate the hardening time of normal concrete by adding definite chemical substances to it.
The process according to the invention can be performed in several ways, dependent on the needs. Thus when it is desired to use normal concrete, it is possible to use normal concrete round the reinforcement and for the rest so called accelerated concrete. This method will be the most suitable for small or simple work pieces, with which the surrounding of the reinforcement requires 5 only little time. In other cases it will be recommendable to use so called retarded concrete round the reinforcement and for the rest normal concrete. This latter method, besides, has the advantage that only a relatively small amount of specially prepared concrete is necessary. 55
In practice appropriately first the relatively quicker setting concrete is poured in to the level of the reinforcement or of a part thereof, after which grooves are pressed in the concrete which is still in a soft condition, in which grooves the reinforcement or the concerned part thereof is laid and then is surrounded by the relatively slower setting concrete, whereafter the mould is further lled with the relatively quicker setting concrete, if necessary interrupted for surrounding the higher parts of the reinforcement with relatively slower setting concrete. u
The invention at the same time comprises the articles or constructionsof prestressed concrete manufactured according to the above method.
The invention will now be further elucidated with reference to a pair of examples of performance shown dia- .o 2,413,990
grammatically in cross-section in the drawing.
2,702,424 Patented Feb. 22, 1955 In Figure l the numeral 1 indicates a mould for a beam or girder 2 with a reinforcement consisting of three reinforcing elements 4 lying in the same horizontal plane 3. When manufacturing such a girder first the relatively quicker setting concrete 2, for instance normal concrete, is poured in the mould to the level 3 of the reinforcement. Then grooves 5 are pressed in the concrete when ir is still soft, after which the reinforcing elements are arranged and are surrounded on all sides along their whole length with the relatively slower setting concrete 5. This can take place by hand or with a syringe. Thereafter the mould is further filled with the relatively quicker setting concrete. When this latter concrete is suticiently hardened, the reinforcement can be stretched while the relatively slower setting concrete has not yet hardened.
After hardening of the relatively slower setting concrete the stress of the reinforcement can be transmitted to the concrete. Under definite circumstances, namely when the reinforcement is anchored with respect of the relatively quicker setting concrete, it is even not necessary to await the hardening of the relatively slower setting concrete.
Figure 2 shows a cross-section of a beam or girder like that of Figure l, but of greater height with a reinforcement, of which the reinforcing elements 4 lie in several {three} Aplanes above one another. In this case, if desired` it is possible to pour first the relatively quicker setting concrete to the level 6 of the second row of reinforcing elements, but it is also possible to pour the relatively quicker setting concrete immediately to the level 7 and to press grooves or slots in the soft concrete and further to act according to the method described with reference to Figure l.
The deep slots or grooves need not be pressed in the concrete, but may also be formed with the aid of filling pieces.
When the concrete is first poured in to the level 6, it will be necessary to interrupt the pouring of the relatively quicker setting-concrete at thc level 7, after surrounding of the two undermost rows of reinforcing elements, for surrounding the uppermost row with relatively slower setting concrete.
The term "normai concret has reference to a concrete containing no agents for increasing or decreasing or otherwise influencing the setting time of the concrete.
Having now particularly described and ascertained the nature of my said invention and in what manner the same is to 'oe performed I declare that what I claim is:
1. A process of making prestressed concrete comprising the steps of introducing concrete into a molding zone, forming a seat in the concrete, locating a reinforcement within the seat, surrounding the reinforcement with a relatively slower setting concrete and stretching the reinforcement after suiicient hardening of the concrete but prior to hardening of the slower setting concrete.
2. A process as defined in claim l including the further step of introducing a relatively faster setting concrete into the molding zone above the slower setting concrete.
3. A process of making prestressed concrete comprising the steps of introducing a relatively quick setting concrete into a molding zone, forming at least one seat in the quick setting concrete prior to hardening of the quick setting concrete, locating a reinforcement in the seat, surrounding the reinforcement with a slower setting concrete, stretching the reinforcement after sufficient hardening of the quick setting concrete but prior to hardening of 'the slow setting concrete and thereafter adding a relatively quick setting concrete into the molding zone above the quick setting concrete, the slower setting concrete and the reinforcement.
4. A process as dened in claim 3 wherein said slower setting concrete is normal concrete.
. 5. A process as delined in claim 3, wherein said quick setting concrete is normal concrete.
References Cited in the tile of this patent UNITED STATES PATENTS Muntz Ian. 7, 1947 Abeles Nov. 30, 1948
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
NL2702424X | 1951-03-08 |
Publications (1)
Publication Number | Publication Date |
---|---|
US2702424A true US2702424A (en) | 1955-02-22 |
Family
ID=19875407
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US275369A Expired - Lifetime US2702424A (en) | 1951-03-08 | 1952-03-07 | Process of manufacturing prestressed concrete |
Country Status (1)
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US (1) | US2702424A (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3086273A (en) * | 1959-12-28 | 1963-04-23 | Super Concrete Emulsions Ltd | Method for pre-stressing concrete |
US3156169A (en) * | 1964-11-10 | Finsterwalder | ||
US3295278A (en) * | 1963-04-03 | 1967-01-03 | Plastitect Ets | Laminated, load-bearing, heat-insulating structural element |
US3317189A (en) * | 1960-08-19 | 1967-05-02 | Rubenstein David | Traffic control bumper guard rail structures |
US3398493A (en) * | 1963-02-12 | 1968-08-27 | Atomic Energy Authority Uk | Concrete pressure vessels |
US4205029A (en) * | 1974-02-06 | 1980-05-27 | Forrest Esli J | Pre-stressed concrete construction |
US5149385A (en) * | 1986-12-28 | 1992-09-22 | Shinko Kosen Kogyo Kabushiki Kaisha | Tendons for prestressed concrete structures and method of using such tendons |
US5168008A (en) * | 1985-01-29 | 1992-12-01 | National House Industrial Co., Ltd. | Glazed cement product and method for manufacturing thereof |
US5254190A (en) * | 1986-12-28 | 1993-10-19 | Shinko Kosen Kogyo Kabushiki Kaisha | Tendons for prestressed concrete structures and method of using such tendons |
CH685042A5 (en) * | 1993-06-21 | 1995-03-15 | Saw Schmitter Ag Widnau | Process for producing a composite element cast from concrete and/or plastic and composite element produced by this process |
US6054088A (en) * | 1988-12-06 | 2000-04-25 | Alhamad; Shaikh Ghaleb Mohammad Yassin | Method of making a highly fire resistant construction board |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2413990A (en) * | 1943-01-25 | 1947-01-07 | Eric P Muntz | Process of making prestressed reinforced concrete |
US2455153A (en) * | 1942-03-03 | 1948-11-30 | Abeles Paul William | Composite structural member |
-
1952
- 1952-03-07 US US275369A patent/US2702424A/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2455153A (en) * | 1942-03-03 | 1948-11-30 | Abeles Paul William | Composite structural member |
US2413990A (en) * | 1943-01-25 | 1947-01-07 | Eric P Muntz | Process of making prestressed reinforced concrete |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3156169A (en) * | 1964-11-10 | Finsterwalder | ||
US3086273A (en) * | 1959-12-28 | 1963-04-23 | Super Concrete Emulsions Ltd | Method for pre-stressing concrete |
US3317189A (en) * | 1960-08-19 | 1967-05-02 | Rubenstein David | Traffic control bumper guard rail structures |
US3398493A (en) * | 1963-02-12 | 1968-08-27 | Atomic Energy Authority Uk | Concrete pressure vessels |
US3295278A (en) * | 1963-04-03 | 1967-01-03 | Plastitect Ets | Laminated, load-bearing, heat-insulating structural element |
US4205029A (en) * | 1974-02-06 | 1980-05-27 | Forrest Esli J | Pre-stressed concrete construction |
US5168008A (en) * | 1985-01-29 | 1992-12-01 | National House Industrial Co., Ltd. | Glazed cement product and method for manufacturing thereof |
US5149385A (en) * | 1986-12-28 | 1992-09-22 | Shinko Kosen Kogyo Kabushiki Kaisha | Tendons for prestressed concrete structures and method of using such tendons |
US5254190A (en) * | 1986-12-28 | 1993-10-19 | Shinko Kosen Kogyo Kabushiki Kaisha | Tendons for prestressed concrete structures and method of using such tendons |
US6054088A (en) * | 1988-12-06 | 2000-04-25 | Alhamad; Shaikh Ghaleb Mohammad Yassin | Method of making a highly fire resistant construction board |
CH685042A5 (en) * | 1993-06-21 | 1995-03-15 | Saw Schmitter Ag Widnau | Process for producing a composite element cast from concrete and/or plastic and composite element produced by this process |
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