WO1999062843A1 - Procede pour fabriquer un produit en beton precontraint chimiquement, dispositif de durcissement de produit en beton immerge sous haute pression et a haute temperature, utilisable dans ce procede, et procede de durcissement pour produit en beton utilisant ledit dispositif de durcissement - Google Patents
Procede pour fabriquer un produit en beton precontraint chimiquement, dispositif de durcissement de produit en beton immerge sous haute pression et a haute temperature, utilisable dans ce procede, et procede de durcissement pour produit en beton utilisant ledit dispositif de durcissement Download PDFInfo
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- WO1999062843A1 WO1999062843A1 PCT/JP1999/002997 JP9902997W WO9962843A1 WO 1999062843 A1 WO1999062843 A1 WO 1999062843A1 JP 9902997 W JP9902997 W JP 9902997W WO 9962843 A1 WO9962843 A1 WO 9962843A1
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- WO
- WIPO (PCT)
- Prior art keywords
- curing
- pressure
- water
- temperature
- concrete
- Prior art date
Links
- 238000001723 curing Methods 0.000 title claims abstract description 278
- 239000004567 concrete Substances 0.000 title claims abstract description 89
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 title claims description 73
- 239000011513 prestressed concrete Substances 0.000 title abstract description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 193
- 238000012546 transfer Methods 0.000 claims abstract description 66
- 239000004568 cement Substances 0.000 claims abstract description 24
- 238000000465 moulding Methods 0.000 claims abstract description 8
- 230000008569 process Effects 0.000 claims description 57
- 239000000126 substance Substances 0.000 claims description 33
- 239000000463 material Substances 0.000 claims description 28
- 239000000203 mixture Substances 0.000 claims description 5
- 235000012745 brilliant blue FCF Nutrition 0.000 claims 1
- 239000011372 high-strength concrete Substances 0.000 abstract 1
- 239000000047 product Substances 0.000 description 49
- 238000010438 heat treatment Methods 0.000 description 11
- 230000008859 change Effects 0.000 description 8
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 6
- 238000005452 bending Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 3
- 238000001816 cooling Methods 0.000 description 3
- 238000007872 degassing Methods 0.000 description 3
- 238000001035 drying Methods 0.000 description 3
- 238000005265 energy consumption Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000010998 test method Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 239000011398 Portland cement Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 2
- 239000000292 calcium oxide Substances 0.000 description 2
- 239000003638 chemical reducing agent Substances 0.000 description 2
- 239000013065 commercial product Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000010881 fly ash Substances 0.000 description 2
- 238000000691 measurement method Methods 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 239000002734 clay mineral Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000011362 coarse particle Substances 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000003517 fume Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 229910021487 silica fume Inorganic materials 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
- 210000000689 upper leg Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/02—Selection of the hardening environment
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01J—MANUFACTURE OF DAIRY PRODUCTS
- A01J21/00—Machines for forming slabs of butter, or the like
-
- 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
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
-
- 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
- B28B11/00—Apparatus or processes for treating or working the shaped or preshaped articles
- B28B11/24—Apparatus or processes for treating or working the shaped or preshaped articles for curing, setting or hardening
- B28B11/245—Curing concrete articles
- B28B11/246—Underwater curing
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/02—Selection of the hardening environment
- C04B40/0277—Hardening promoted by using additional water, e.g. by spraying water on the green concrete element
- C04B40/0286—Hardening under water
Definitions
- the present invention relates to a method for producing a concrete molded product using a chemical prestress used in the fields of civil engineering and construction, and more particularly, the amount of the introduced chemical prestress is reduced.
- Background Art At present, concrete prestresses are introduced into concrete molded products used for fume pipes and box-powered louvers, etc., in order to improve their bending strength, by incorporating expandable materials into them. (The 7th Annual Conference on Concrete Engineering, pp. 33-36, 1985).
- autoclave curing high-temperature, high-pressure steam curing
- This autoclave curing has the advantage that even when cured for about 2 days, the same concrete can be cured in water at about 20 ° C, and the strength equivalent to a material age of about 28 days can be obtained.
- secondary concrete products such as concrete piles.
- the autoclave curing can be performed after the curing even if it is a chemical prestressed concrete molded article. It is effective in preventing the loss of chemical prestress.
- the inside of the autoclave device must be filled with a sufficient amount of curing water to sink the concrete member, and the curing water must be heated to about 180 ° C to keep the temperature.
- the inside of the pressure vessel is evacuated and depressurized to remove the concrete molded product contained inside, and the hatch provided on the front of the pressure vessel is opened. It is necessary to discharge the high-temperature and high-pressure curing water that has accumulated inside.
- the present invention has been made in view of the above problems, and one of the objects is to provide a high-strength chemical prestressed concrete having a large amount of introduced chemical prestress and a small loss of chemical prestress.
- An object of the present invention is to provide a method for manufacturing a molded article.
- a method for producing a chemical prestressed concrete molded product according to one embodiment of the present invention comprises molding a concrete kneaded with a cement composition containing cement and an expanding material, It is characterized by curing in high-temperature curing water exceeding ° C.
- the entire member is always brought into contact with a high-temperature curing water exceeding 100 ° C. during the curing of the chemically prestressed concrete molded product, and the atmosphere is maintained at a high temperature and a high pressure.
- the high-temperature curing water is water having a temperature exceeding 100 ° C, preferably from 120 to 200 ° C, more preferably from 140 to 180 ° C. If the temperature is lower than 100 ° C., it may not be possible to obtain a chemical pre-stress member with a small loss of chemical pre-stress. If the temperature exceeds 200 ° C., the effects of the present invention can be obtained, but it is not economically preferable.
- the high-temperature curing water used in the present invention can be prepared by placing the water under high temperature and high pressure. Therefore, when manufacturing a chemical prestressed member using the high-temperature curing water, an airtight pressure vessel is required.
- the material is not particularly limited as long as it is an airtight pressure-resistant container, and a pressure cooker or the like that has been used as a conventional autoclave device can also be used.
- the pressure vessel such as a pressure cooker that is usually used as the autoclave apparatus is of a horizontal type, when the hatch is opened after the curing is completed, high temperature curing water may flow out. It is preferable that a vertical pressure vessel is filled with high-temperature curing water, and curing is performed with the members submerged therein.
- the cement composition used in the production method of the present invention contains cement and an expanding material.
- cements various kinds of Portra such as ordinary, low heat, fast and super fast
- Various cements such as silica, blast-furnace slag, and fly ash can be used with these cements.
- silica, blast furnace slag, or fly ash is added to Portland cement
- an expanding material such as awyn or calcium oxide can be used.
- the amount of the expanding material to be used is preferably 2 to 16 parts by weight, more preferably 4 to 12 parts by weight, based on 100 parts by weight of cement. If the amount is less than 2 parts by weight, the effect of the present invention may not be obtained. If the amount exceeds 16 parts by weight, excessive expansion may occur, which may lead to expansion failure.
- the type and amount of aggregate used in the production method of the present invention are not particularly limited, and those which are generally used in the concrete field can be used.
- water is not particularly limited, and water of a level that is usually used in the concrete field can be used.
- pre-setting time after molding of the member until the curing of the present invention is performed, as long as the chemical prestress member is at or after the age at which the chemical prestress member can be released from the mold.
- the heating time for heating to high-temperature water is not particularly limited, but is preferably about 1 to 5 hours, and more preferably about 3 hours.
- the time for maintaining the temperature after reaching the maximum temperature is not particularly limited, but is preferably 1 to 8 hours, more preferably about 2 to 5 hours.
- the time for cooling to room temperature is not particularly limited as long as the time is sufficient for the chemical press member to cool to room temperature.
- Another object of the present invention is to provide a high-temperature and high-pressure underwater curing apparatus for concrete molded articles that is capable of reusing high-temperature and high-pressure curing water without waste, and that is excellent in energy efficiency and safety. Curing method of concrete molded product using curing device Is to provide.
- a curing device includes a high-temperature and high-pressure water curing device for curing a concrete molded product in high-temperature and high-pressure curing water sealed in a pressure-resistant container as follows. To be configured.
- the high-temperature and high-pressure underwater curing device for concrete molded products is provided with a plurality of openable and closable pressure-resistant containers for storing the concrete molded products, and each pressure-resistant container is provided with curing water for supplying water or hot water as the curing water inside the container.
- a supply means for supplying compressed air to the inside of the container to pressurize the curing water therein, a heating means for heating the curing water supplied to the inside of the container to maintain the temperature at a predetermined temperature, and
- a deaeration valve is provided to open the inside to the atmosphere, and a transfer pipe that connects to an arbitrary part of another pressure-resistant container and communicates with the other pressure-resistant container via an opening / closing valve and sends out curing water below the valve.
- a transfer pipe which is connected to the lower part of another pressure-resistant container and is connected to the other pressure-resistant container via an open / close valve to receive the curing water is provided at an arbitrary position, and each pressure-resistant container is provided at the front thereof. Characterized that you are connected to form a circulation path to each other by two transfer tubes.
- the transfer pipe on the receiving side of the curing water is desirably provided at the upper part of each pressure-resistant container.
- a curing method is a method for curing a concrete molded product using a high-temperature and high-pressure underwater curing device for the concrete molded product, the method comprising: The inside of the container was filled with curing water, the curing water was maintained at a predetermined high temperature in the above-mentioned temperature, and compressed air was supplied from the compressed air supply means to make the inside of the pressure-resistant container high-pressure and housed inside the container.
- After the completion of the replacement process after taking out the cured concrete molded product from the inside and replacing it with the concrete molded product before curing, there is a waiting process for waiting for receiving the curing water from another pressure-resistant container. Repeat these steps in sequence for each pressure vessel Then, the concrete molding is cured while transferring the curing water to a plurality of pressure-resistant containers connected so as to form a circulation path.
- the inside of the other pressure-resistant container is opened to the atmosphere by a deaeration means.
- compressed air is supplied from the compressed air supply means of the pressure-resistant container after the curing step, and the remaining curing water is forcibly removed from the other pressure-resistant container. It is desirable to transfer to
- This curing device and curing method can be applied to the curing of concrete molded products regardless of the introduction of chemical prestress.
- each pressure-resistant container has a transfer pipe on the sending side of the curing water and a transfer pipe on the receiving side.
- the pressure vessels are connected to each other via valves so as to form a circulation path with each other, so that by closing all of these open / close valves, each pressure vessel can be used as an independent curing device.
- the two pressure-resistant containers connected by the transfer pipe of the curing water can be connected to each other by opening the on-off valve on the way.
- one of the two pressure-resistant containers to be the pressure-resistant container after the curing process is completed and the other to be the standby pressure-resistant container containing a new concrete molded product
- the inside of one pressure-resistant container is kept inside.
- the accumulated high-temperature and high-pressure curing water can be easily transferred to the other pressure-resistant container at normal pressure simply by opening the on-off valve. Therefore, once used curing water can be sequentially transferred between a plurality of pressure vessels, circulated repeatedly and reused, and a new high-temperature and high-pressure curing water must be prepared each time a concrete molded product is replaced. It is not necessary to fill the inside of the pressure vessel, so that a large amount of water can be saved, heating time and heat energy can be greatly reduced, extremely efficient curing can be performed, and curing cost of concrete molded products can be reduced. Reduction can be achieved.
- the transfer pipe when the transfer pipe is connected to the upper part of the pressure vessel on the receiving side to which the transfer pipe is connected, the cured water is transferred into the pressure vessel on the receiving side without being affected by the pressure due to the weight of the cured water transferred. It is possible to reduce the load on the compressed air supply means of the pressure-resistant container on the delivery side, and shorten the transfer time. That is, according to the curing device of the present invention, much of the curing water is moved by utilizing the pressure difference between the two pressure-resistant containers without separately providing a device for transferring the high-temperature and high-pressure curing water. With the operation of opening the deaeration valve in the pressure vessel on the receiving side, the amount of curing water that depends on the compressed air supply means can be suppressed as much as possible.
- a high-temperature and high-pressure underwater curing device consisting of only a single pressure-resistant container is also provided with a water supply means, a degassing means, and a compressed air supply means via an opening / closing valve, respectively.
- a water supply means for raising or keep the temperature of the curing water in the water, so a plurality of such existing pressure-resistant containers are used, and they are connected to each other via a transfer pipe for the curing water through an open / close valve.
- It can be configured with a simple structure in which it is simply connected to form, and the high-temperature and high-pressure underwater curing device of the present invention can be obtained very inexpensively and easily without significant capital investment.
- FIG. 1 is a configuration model diagram showing a first embodiment of a high-temperature and high-pressure underwater curing apparatus for concrete molded articles according to the present invention
- FIG. 2 is a perspective view showing a first embodiment of a high-temperature and high-pressure underwater curing apparatus for a concrete molded product according to the present invention
- FIG. 3 is a plan view showing a first embodiment of a high-temperature and high-pressure underwater curing apparatus for a concrete molded product according to the present invention
- FIG. 4 is a sectional view taken along line A--A of FIG. 3,
- FIG. 5 is a schematic configuration diagram showing a second embodiment of the high-temperature and high-pressure underwater curing apparatus for a concrete molded product according to the present invention.
- BEST MODE FOR CARRYING OUT THE INVENTION a method for producing a chemically prestressed concrete molded product according to the present invention will be described in detail with reference to experimental examples.
- Cement Normal Portland cement, specific gravity 3.16, Blaine value 3,220cm 2 / g
- Expanding material a Calcium oxide type, commercial product, Blaine value 3,100cm 2 / g
- Intumescent material b Awyn-based intumescent material, commercial product, Blaine value 2,950cm 2 / g
- Expansive c Awin based expansive, reagents primary CAC0 3, A Oa, and CAS0 4 a Ca0 / Al 2
- Coarse aggregate rhyolite crushed stone, specific gravity 2.67, water absorption 1.20, coarse particle ratio 7.19, maximum aggregate size
- Water reducing agent Polycarboxylic acid polymer surfactant, commercially available ⁇ Measurement method>
- Length change rate JIS A 6202-1980 “Concrete expansive material” Reference 1
- Test method B for restraint expansion and shrinkage of expansive concrete cure under restrained condition, 20 ° C-constant condition.
- the length is measured, and the difference is taken as the length change, and the length change is divided by the measurement distance of 385 mm. The value obtained was taken as the length change rate.
- E s is 2.06xl0 5 N / negation 2 in elastic modulus of the steel
- Ac is 99 X 10 2 the cross-sectional area of the concrete member Calculated from the formula of 2 )
- Flexural strength JIS A 6202-1980 “Expanding concrete for concrete”
- Reference 1 Prepare test specimens in accordance with “Method B for restraining expansion and shrinkage of expansive concrete”. After curing, measure the flexural strength at 3 days of age in accordance with JIS A 1106 “Bending strength test method for concrete” .After each curing, temperature 20 ° C, humidity Curing under the condition of 50% RH and measuring the bending strength at the age of 28 days
- Compressive strength In accordance with JI S A 1108 “Test method for compressive strength of concrete”, after molding, demolded at 1 day of age and measured at 3 days of age Table 1
- Expansive material is 100 parts by weight of cement (parts by weight), Chemical Press
- the curing temperature is preferably from 120 to 200 C. It is clear that the largest expansion strain and compression strength are obtained at 160 C.
- FIG. 1 for convenience of explanation, an example in which two pressure-resistant containers, which are the minimum units of the high-temperature and high-pressure underwater curing device of the present invention, are used will be described.
- the high-temperature and high-pressure water curing device 2 of the present invention defines a closed space for accommodating a concrete molded product therein, and has two cylindrical Equipped with pressure vessel 4 A, 4 B.
- pressure vessel 4 A, 4 B At the top of each pressure vessel 4A, 4B, there is a curing water supply means 6 for supplying water or hot water as curing water, a compressed air supply means 8 for supplying compressed air, and the inside of each vessel is open to the atmosphere.
- a deaeration means 10 for reducing the pressure is provided, and a heater 12 for heating the water or the curing water supplied therein to maintain the temperature at a predetermined temperature is provided inside each pressure vessel 4. It is provided.
- the compressed air supply means 8 is configured such that compressed air is separately supplied from the common compressor 8a to each of the pressure-resistant containers 4A and 4B via the switching valve 8b.
- An open / close valve 8d is separately provided in a supply line 8c connecting b to each pressure vessel 4A, 4B.
- the curing water supply means 6 and the deaeration means 10 are also provided with a closing valve 6a and a deaeration valve 10a, respectively.
- a transfer pipe 16A communicating with an upper part of the other pressure-resistant container 4B via an opening / closing valve 14A on the way is provided below the one pressure-resistant container 4A.
- a transfer pipe 16B is provided at the upper part of A and communicates with the lower part of the other pressure-resistant container 4B via an opening / closing valve 14B on the way, and the two pressure-resistant containers 4A and 4B are mutually connected.
- the two transfer pipes 16 A and 16 B are connected to form a circulation path. Have been.
- each pressure vessel 4A, 4B there is provided a net member 18 forming a strainer so as to cover the upper part of the communicating part with the transfer pipes 16A, 16B on the delivery side connected thereto.
- the mesh member 18 prevents concrete fragments and the like from flowing into the transfer pipes 16A and 16B.
- a drain pipe 20 for cleaning and the like and an opening / closing valve 20a thereof are provided at the lowermost end of each pressure-resistant container 4A, 4B.
- the operation of the on-off valve 8 d and the like is electrically controlled remotely by a remote control panel 22.
- the open / close valves of all the piping systems communicating with the pressure vessel 4 A that is, the open / close valve 6 a of the curing water supply means 6, the open / close valve 8 d of the compressed air supply means 8, and the deaeration means 10 Close the deaeration valve 10 a and the drain valve 20, close the hatch 5 of the pressure-resistant container 4 A, and completely seal the inside.
- a predetermined amount of water or hot water is supplied as curing water into the pressure-resistant container 4A by opening and closing the open / close valve 6a of the curing water supply means 6 in the pressure-resistant container 4A. This is the start preparation process.
- the pressure-resistant container 4A shifts to the curing process.
- the water stored inside or the cured water of warm water is heated by a heater 12 provided in 4 A inside the pressure-resistant container, and a predetermined set temperature exceeding 100 ° C. is preferable. Or the temperature within the range of about 130 to 180 ° C, and operate the compressor 8a, the switching valve 8b, and the on-off valve 8d of the compressed air supply means 8 inside the pressure vessel 4A.
- Compressed air is supplied to the compressor 8a to increase the internal pressure to a value higher than 1 atm, preferably to about 2.5 to 10 atm.
- the heater 12 Pressure, and operate the heater 12 intermittently so that the temperature is maintained at the set temperature, and cure the concrete molded product in the high-temperature and high-pressure curing water until a predetermined period elapses. I do.
- the curing period is usually about 5 hours.
- the process starts to transfer the high-temperature and high-pressure curing water.
- the deaeration valve 10a of the deaeration means 10 in the pressure-resistant container 4B in which the waiting pre-cured concrete molded product is stored and opened is opened to bring the interior to atmospheric pressure, and The other valves are closed, and the opening and closing knob 14A of the transfer pipe 16A on the delivery side of the pressure-resistant vessel 4A whose curing process has been completed is opened.
- the curing water in the high-temperature and high-pressure state in the pressure-resistant container 4 A after the curing process flows into the other pressure-resistant container 4 B at atmospheric pressure through the transfer pipe 16 A, and the two pressure-resistant containers 4 A, 4 Until the internal pressure of B becomes almost equilibrium (accurately, since the inside of the pressure vessel 4B is open to the atmosphere, until the pressure in the pressure vessel 4A becomes equal to the head pressure of the transfer pipe 16A) Curing water flows from the pressure vessel 4 A to the pressure vessel 4 B.
- the pressure in the pressure-resistant container 4A is increased by the compressed air supply means 8 of the pressure-resistant container 4A on the side of the curing process, and the curing water remaining in the pressure-resistant container 4A is discharged into the pressure-resistant container 4B on the standby process side.
- the operation of the compressor 8a of the compressed air supply means 8 is stopped and its on-off valve 8d is closed, and the transfer pipe 16A on-off valve 1 is opened. 4A is closed, and the deaeration valve 10a of the deaeration means 10 of the pressure-resistant container 4B is also closed, and the transfer process of the high-temperature and high-pressure curing water in the pressure-resistant container 4A is completed.
- the process shifts to the next standby process, while the pressure-resistant container 4B that has received the curing water shifts to the curing process.
- the curing process in the pressure-resistant container 4B is the same as the above-mentioned curing process, but when the amount of the curing water is insufficient, water or hot water should be appropriately supplied from the curing water supply means 6. Can be.
- the deaeration valve 10a of the pressure-resistant container 4A is opened to release the remaining compressed air to the atmosphere. After that, if necessary, wait for the temperature of the pressure-resistant container 4 A to drop, and then remove the cured concrete molded product contained therein by opening the hatch 5 of the pressure-resistant container 4 A and then curing. The concrete molded product to be stored is stored and arranged therein. Then, check that valves 6a, 8d, 10a, 14A, 14B, and 20a of all piping systems communicating with the pressure-resistant container 4A are closed. Close the hatch 5 of the container 4A, wait for the curing process in the pressure-resistant container 4B to be completed, and after the curing process, move to the high-temperature and high-pressure curing water transfer process.
- the curing process, the transfer process, and the standby process are sequentially repeated for each of the pressure-resistant containers 4A and 4B as described above, so that the high-temperature and high-pressure cured water alternates between the two pressure-resistant containers 4A and 4B.
- the curing water in the high-temperature and high-pressure water is repeatedly used while transferring and reusing the curing water.
- the cured water once heated and heated to a high temperature can be alternately transferred between the two pressure-resistant containers 4A and 4B and reused repeatedly, so that the cured water is replaced every time the concrete molded product is replaced.
- the savings, the heating time and the heat energy required for heating can be greatly reduced, and the curing can be performed very efficiently both in terms of time and heat, and the production cost of concrete molded products can be significantly reduced.
- high-temperature curing water which requires sufficient consideration for safety in handling, is closed by two pressure vessels 4A and 4B and two transfer pipes 16A and 16B connecting them.
- a device for transferring high-temperature and high-pressure curing water is specially provided.
- the curing water is moved using the pressure difference between the pressure-resistant containers 4A and 4B without any pressure, so that the curing water can be easily transferred between the pressure-resistant containers 4A and 4B.
- the amount of curing water that must be transferred by the compressed air supply means 8 is reduced, the operating time of the compressed air supply means 8 is reduced, the power energy required for the operation is suppressed, and the cured water is transferred efficiently. Can be replaced.
- the lower part of the first pressure-resistant container 4A is communicated with the upper part of the second pressure-resistant container 4B via an open / close valve 14A by using three pressure-resistant containers similar to those of the first embodiment.
- a transfer pipe 16A is provided on the supply side of the curing water (the receiving side of the pressure-resistant container 4B).
- the second pressure vessel 4B there is a transfer pipe on the sending side of the curing water (the receiving side of the pressure vessel 4C) which is communicated with the upper part of the third pressure vessel 4C via the on-off valve 14B.
- 16 B is provided.
- the three pressure-resistant containers 4A, 4B, and 4C are connected to each other by three transfer pipes 16A, 16B, and 16C so as to form a circulation path.
- the curing method using the high-temperature and high-pressure underwater curing apparatus starts the high-temperature and high-pressure underwater curing (curing step) in the second pressure-resistant container 4B according to the same procedure as above, and then performs the first step according to the same procedure. Initiate curing of high-temperature and high-pressure water in water (curing process) independently in 1A pressure vessel 4A.
- the third pressure-resistant container 4C stores and arranges the concrete molded product, and waits while the inside is closed (standby process).
- the high-temperature and high-pressure curing water in the second pressure vessel 4B is transferred to 4C in the third pressure vessel according to the same procedure as in the first embodiment ( Transfer process), and perform high-temperature and high-pressure water curing (curing process) in the third pressure-resistant container 4C.
- the temperature of the second pressure-resistant container 4B has dropped, the internal concrete molded product is replaced with a concrete molded product to be cured, and the inside is closed to stand by (standby process).
- the high-temperature and high-pressure curing water is transferred to the second pressure vessel 4B (transfer process), and curing is started in the second pressure vessel 4B.
- transfer process the high-temperature and high-pressure curing water is transferred to the second pressure vessel 4B (transfer process), and curing is started in the second pressure vessel 4B.
- bond process Replace the 4 A concrete molded product in the pressure vessel and put it in the standby state (standby process). Thereafter, this process is repeated for each of the pressure vessels 4 A, 4 B, and 4 C in sequence, and the three high pressure vessels 4 A are connected so that the high-temperature and high-pressure curing water is connected to form a circulation path.
- the apparatus for curing a concrete molded product at a high temperature and a high pressure in water and a method for curing the same using the apparatus exhibit the following excellent effects.
- a plurality of pressure vessels are connected to each other to form a circulation path, and by closing all open / close valves, each pressure vessel can be used as an independent curing device and open / close the valves. Can communicate with each other.
- the high-temperature and high-pressure curing water stored in the pressure-resistant container can be easily transferred into the other normal-pressure pressure-resistant container simply by opening the on-off valve.
- high-temperature and high-pressure curing water can be sequentially transferred between multiple pressure-resistant containers, repeated, circulated and reused, so that every time a concrete molded product is replaced, new curing water or hot water is used.
- a large amount of water can be saved, and the time and energy required for heating can be greatly reduced, so that extremely efficient curing can be performed both in terms of time and energy consumption.
- the on-off valve By simply opening the on-off valve, the high-temperature and high-pressure curing water can be transferred, and the high-temperature curing water is not discharged to the outside, thus greatly improving work safety.
- the transfer pipe when the transfer pipe is connected to the upper part of the pressure vessel on the receiving side to which it is connected, the transfer pipe is cured without being affected by the pressure due to the weight of the curing water transferred into the pressure vessel on the receiving side.
- Water can be transferred, reducing the load on the compressed air supply means of the pressure-resistant container on the delivery side, reducing the transfer time, shortening the operation time of the compressed air supply means, and compressing Curing water can be efficiently transferred while suppressing the energy consumption of the air supply means.
- the high-temperature and high-pressure water curing device of the present invention can be obtained very inexpensively and easily.
- the high-temperature and high-pressure curing water in the pressure vessel after the curing process can be sequentially transferred to the pressure vessel in the standby process, and curing can be repeated. And the curing work can be performed extremely efficiently in both energy and time.
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000552058A JP4038332B2 (ja) | 1998-06-04 | 1999-06-04 | ケミカルプレストレスコンクリート成形品の製造方法、およびその製造方法にも好適に用いられるコンクリート成形品の高温高圧水中養生装置、並びにこの養生装置を用いたコンクリート成形品の養生方法 |
AU43915/99A AU4391599A (en) | 1998-06-04 | 1999-06-04 | Method for producing chemically prestressed concrete product, high-temperature, high-pressure underwater concrete product curing device suitably used for the method and curing method for concrete product using the curing device |
DE69943147T DE69943147D1 (de) | 1998-06-04 | 1999-06-04 | Härtvorrichtung für hochtemperatur- hochdruckunterwasserbeton und verfahren zum aushärten die härtvorrichtung benutzend |
EP99926756A EP1090892B1 (en) | 1998-06-04 | 1999-06-04 | High-temperature, high-pressure underwater concrete product curing device and curing method for concrete product using the curing device |
US09/701,791 US7086849B1 (en) | 1998-06-04 | 1999-06-04 | Method for producing chemically prestressed concrete product, high-temperature, high-pressure underwater concrete product curing device suitably used for the method and curing method for concrete product using the curing device |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15568798 | 1998-06-04 | ||
JP10/155687 | 1998-06-04 |
Publications (2)
Publication Number | Publication Date |
---|---|
WO1999062843A1 true WO1999062843A1 (fr) | 1999-12-09 |
WO1999062843A8 WO1999062843A8 (fr) | 2000-03-16 |
Family
ID=15611368
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP1999/002997 WO1999062843A1 (fr) | 1998-06-04 | 1999-06-04 | Procede pour fabriquer un produit en beton precontraint chimiquement, dispositif de durcissement de produit en beton immerge sous haute pression et a haute temperature, utilisable dans ce procede, et procede de durcissement pour produit en beton utilisant ledit dispositif de durcissement |
Country Status (7)
Country | Link |
---|---|
US (1) | US7086849B1 (ja) |
EP (1) | EP1090892B1 (ja) |
JP (1) | JP4038332B2 (ja) |
KR (1) | KR100577074B1 (ja) |
AU (1) | AU4391599A (ja) |
DE (1) | DE69943147D1 (ja) |
WO (1) | WO1999062843A1 (ja) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007099544A (ja) * | 2005-10-03 | 2007-04-19 | Univ Chuo | 高耐久セメント系成形品製造における養生方法 |
JP2009087137A (ja) * | 2007-10-01 | 2009-04-23 | Denki Kagaku Kogyo Kk | 鉄筋コンクリート部材の設計支援装置、設計支援方法及びプログラム |
CN102642243A (zh) * | 2012-02-28 | 2012-08-22 | 上海中技桩业股份有限公司 | 一种混凝土桩常压热水养护工艺 |
EP3106446A1 (en) | 2015-06-18 | 2016-12-21 | Eidgenössische Materialprüfungs- und Forschungsanstalt EMPA | Self-prestressed reinforced concrete elements |
Families Citing this family (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101081728B1 (ko) | 2010-02-10 | 2011-11-08 | 정민희 | 콘크리트구조물의 수중양생장치 |
CN103266772B (zh) * | 2013-05-20 | 2015-07-22 | 山东恒建工程监理咨询有限公司 | 一种用于冬季公路工程施工混凝土的养护方法 |
KR102410655B1 (ko) * | 2014-08-25 | 2022-06-16 | 다이헤이요 세멘토 가부시키가이샤 | 시멘트 조성물 및 이를 이용한 시멘트질 경화체의 제조 방법 |
CN104803643A (zh) * | 2015-04-08 | 2015-07-29 | 安徽乾元管业有限公司 | 一种新型免蒸压高强度混凝土管桩及其养护方法 |
CN112060312B (zh) * | 2020-08-21 | 2022-04-26 | 建华建材(芜湖)有限公司 | 一种管桩蒸养用的蒸汽输送装置 |
CN112454632B (zh) * | 2020-11-16 | 2021-11-30 | 西南石油大学 | 一种水泥石养护装置的使用方法 |
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JPS5132644B1 (ja) * | 1967-09-18 | 1976-09-14 | ||
JPH02307877A (ja) * | 1989-05-18 | 1990-12-21 | Junichi Tsuzuki | 水中養生用施設 |
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CH276354A (de) * | 1949-03-21 | 1951-07-15 | Franjetich Zorislav Ing Dr | Verfahren und Vorrichtung zur Bechleu nigung des Abbindens von Betonkörpern. |
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JPS5921546B2 (ja) | 1974-09-13 | 1984-05-21 | 松下電器産業株式会社 | 電子写真感光材料用有機光導電性組成物 |
JPS5167739A (en) * | 1974-12-05 | 1976-06-11 | San Purasu Kk | Shokuhinno chori satsukinhooyobi sonosochi |
JPS52124015A (en) * | 1976-04-13 | 1977-10-18 | Misawahoomu Sougou Kenkiyuushi | Production of concrete moldings |
DE3010337C2 (de) * | 1980-03-18 | 1982-05-19 | Hebel Gasbetonwerk Gmbh, 8080 Emmering | Verfahren zum Betrieb von mehreren Autoklaven, insbes. für die Härtung von Gasbeton |
CA1245471A (en) * | 1984-07-18 | 1988-11-29 | Seiji Kaneko | Concrete structural member and method for manufacture thereof |
JPS62278179A (ja) * | 1986-05-28 | 1987-12-03 | 電気化学工業株式会社 | コンクリ−ト成形体の養生方法 |
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- 1999-06-04 JP JP2000552058A patent/JP4038332B2/ja not_active Expired - Lifetime
- 1999-06-04 DE DE69943147T patent/DE69943147D1/de not_active Expired - Lifetime
- 1999-06-04 US US09/701,791 patent/US7086849B1/en not_active Expired - Fee Related
- 1999-06-04 WO PCT/JP1999/002997 patent/WO1999062843A1/ja active IP Right Grant
- 1999-06-04 EP EP99926756A patent/EP1090892B1/en not_active Expired - Lifetime
- 1999-06-04 AU AU43915/99A patent/AU4391599A/en not_active Abandoned
- 1999-06-04 KR KR1020007013729A patent/KR100577074B1/ko not_active IP Right Cessation
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JPS4414834B1 (ja) * | 1966-09-03 | 1969-07-02 | ||
JPS5132644B1 (ja) * | 1967-09-18 | 1976-09-14 | ||
JPH02307877A (ja) * | 1989-05-18 | 1990-12-21 | Junichi Tsuzuki | 水中養生用施設 |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007099544A (ja) * | 2005-10-03 | 2007-04-19 | Univ Chuo | 高耐久セメント系成形品製造における養生方法 |
JP4694937B2 (ja) * | 2005-10-03 | 2011-06-08 | 学校法人 中央大学 | 高耐久セメント系成形品製造における養生方法 |
JP2009087137A (ja) * | 2007-10-01 | 2009-04-23 | Denki Kagaku Kogyo Kk | 鉄筋コンクリート部材の設計支援装置、設計支援方法及びプログラム |
CN102642243A (zh) * | 2012-02-28 | 2012-08-22 | 上海中技桩业股份有限公司 | 一种混凝土桩常压热水养护工艺 |
EP3106446A1 (en) | 2015-06-18 | 2016-12-21 | Eidgenössische Materialprüfungs- und Forschungsanstalt EMPA | Self-prestressed reinforced concrete elements |
WO2016201587A1 (en) | 2015-06-18 | 2016-12-22 | Empa Eidgenössische Material-Prüfungs Und Forschungsanstalt | Self-prestressed reinforced concrete elements |
US10604449B2 (en) | 2015-06-18 | 2020-03-31 | Empa Eidgenössische Materialprüfungs- Und Forschungsanstalt | Self-prestressed reinforced concrete elements |
Also Published As
Publication number | Publication date |
---|---|
EP1090892B1 (en) | 2011-01-19 |
KR20010071398A (ko) | 2001-07-28 |
AU4391599A (en) | 1999-12-20 |
DE69943147D1 (de) | 2011-03-03 |
US7086849B1 (en) | 2006-08-08 |
EP1090892A1 (en) | 2001-04-11 |
JP4038332B2 (ja) | 2008-01-23 |
WO1999062843A8 (fr) | 2000-03-16 |
EP1090892A4 (en) | 2005-11-30 |
KR100577074B1 (ko) | 2006-05-10 |
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