CN1249289A - Underwater static fracturing agent and its preparing process - Google Patents
Underwater static fracturing agent and its preparing process Download PDFInfo
- Publication number
- CN1249289A CN1249289A CN 99116548 CN99116548A CN1249289A CN 1249289 A CN1249289 A CN 1249289A CN 99116548 CN99116548 CN 99116548 CN 99116548 A CN99116548 A CN 99116548A CN 1249289 A CN1249289 A CN 1249289A
- Authority
- CN
- China
- Prior art keywords
- agent
- cement
- static
- water
- fecl
- Prior art date
- 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.)
- Granted
Links
Landscapes
- Disintegrating Or Milling (AREA)
- Drilling And Exploitation, And Mining Machines And Methods (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
An underwater static fracturing agent used to replace underwater explosion is prepared from calcium lime as main raw material (50-95 wt.%), FeCl3 (2.25-22.5 wt.%) and cement (2-25 wt.%) through mixing and high-temp. calcing. Its advantages are short cracking time, high expansion force, high fracturing effect and high safety. It can also be used as rock fracturing agent.
Description
The invention belongs to a static crushing agent, in particular to a crushing agent for performing static crushing under water.
In actual work, the situation that only static crushing can be adopted instead of the blasting method due to the limitation of environmental conditions is often encountered. When river channels, docks, ports, pile foundations and the like are excavated underwater, safety precaution measures need to be taken, and shock waves generated by explosive blasting are adopted to damage aquatic organisms and greatly damage the ecological environment. The main components of the static crushing agent used at present are CaO and H2O undergoes the following chemical reaction: (ii) a The optimal water-cement ratio is H2CaO 18: 56; if the proportion of water increases, the expansion pressure decreases sharply to lose the crushing capacity. When the static breaking agent is used underwater, the water-cement ratio required by the reaction of the static breaking agent cannot be maintained due to the existence of a large amount of water, and the static breaking agent stirred into a thin slurry state loses the breaking capacity along with the water drift. The common roll-shaped static crushing agent controls the water-cement ratio by utilizing the contact soaking time of the common roll-shaped static crushing agent and can lose the crushing capability in water or places with a large amount of water and cannot be applied under the water and water-rich conditions; the main reason is poor water resistance. Therefore, there is a need for a breaker that can be statically broken under water to meet the needs of underwater engineering.
The invention aims to provide a static crushing agent capable of performing underwater static crushing and a method for manufacturing the static crushing agent, which can increase the water resistance and the expansion pressure of the static crushing agent.
The invention is made by using calcium oxide (CaO) as main raw material, adding water-resisting agent and setting hardening agent, mixing and calcining at high temperature.
In order to complete the concept of the invention, the main raw material of the invention is quicklime (CaO), which is characterized in that: FeCl is also added into the material composition3Cement; quicklime, FeCl3Mixing with 50-95 wt%, 22.5-2.25 wt% and 25-2 wt% of cement, and calcining at 1200 deg.c.
In order to ensure better effect in the processing and manufacturing process, fluorite and CaCl can also be added into the material composition2. Quicklime, FeCl3Cement, fluorite, CaCl2The weight proportion of the components is as follows: 50-95%, 22.5-2.25%, 25-2%, 14-0.1%, 15-0.5%. The calcination temperature can be controlled at 1300-1600 ℃ and the time can be controlled at 2-48 hours.
In order to improve the using effect and enhance the expansibility of the product, CaSO is added into the components of the product4And a catalyst.
In the invention, the quicklime is an expansion source and reacts after meeting water to generate huge tension。FeCl3Is a water repellent enhancing agent, FeCl3The product of the invention has the function of controlling the water absorption speed when in use, thus ensuring the product of the invention to remain in water for the required time. The cement is a setting hardening agent, the cement has the setting hardening effect, the calcined and melted product is solidified and hardened, and the high-temperature calcination is used for sintering the product and increasing the volume weight.
In order to improve the using effect and enhance the expansion force of the product in use, a proper amount of CaSO can be added into the cement4。
In order to lower the melting temperature and shorten the calcination time, a fluxing agent and a speed regulator can be added during calcination, fluorite is the fluxing agent, CaCl2Is a speed regulator for regulating the calcining and melting speed. Fluorite is added, so that the flux effect is realized during calcination, the melting temperature can be controlled to be 1200-1600 ℃, and the melting time is shortened. CaCl2The catalyst is a speed regulator, the calcining melting speed is regulated, and the calcining time is controlled to be 2-48 hours; and when the product is used, the hydration reaction speed of water and the product is controlled, so that the optimal effect is achieved.
The product of the invention forms a block-shaped consolidation body after being calcined at high temperature, and can be directly used after being simply crushed according to the requirement in the actual work.
The method is characterized in that quicklime is used as a main raw material, and an enhanced water repellent agent, a setting hardener, a fluxing agent and a speed regulator are added, so that the quicklime (CaO), the enhanced water repellent agent, the setting hardener, the fluxing agent and the speed regulator are crushed, mixed and calcined at high temperature to prepare the calcium-magnesium-calcium-zinc-calcium composite material.
The invention provides a static crushing agent used underwater. The problem of can only adopt the blasting and can not carry out static breakage under water at present is solved. The invention is provided withQuicklime is used as a main raw material, and an enhanced water repellent agent FeCl is added3Cement as setting and hardening agent, fluorite as fluxing agent and CaCl as speed regulator2(ii) a The product is prepared by melting the raw materials by a high-temperature calcination method, and the water resistance and the expansion pressure of the product are increased. Has the advantages of short cracking time, large expansive force, good crushing effect, safe use, convenient construction and operation and the likeThe cost is also low.
In order to obtain better crushing effect, the quick lime and FeCl adopted by the invention3Cement + CaSO4Fluorite, CaCl2The weight proportion of the components is as follows: 50-95%, 22.5-2.25%, 25-2%, 14-0.1%, 15-0.5%. The temperature is controlled to be 1300-1600 ℃, and the calcination time is 2-48 hours.
According to the requirements, the invention forms quicklime and FeCl3Mixing with cement at the following weight ratio of 1, 60%, 20% and 20%; 2. 70%, 15%; 3. 80%, 15% and 5%; 4. 85%, 10% and 5%; 5. 90%, 6% and 4%; 6. 95%, 3% and 2% by weight, and calcining at a high temperature of 1300-1600 ℃.
Fluorite and CaCl are added correspondingly2Then quicklime and FeCl3+ B, cement + CaSO4Fluorite, CaCl2The weight proportion of (A) can be 1, 60%, 15%, 5%; 2. 70%, 10%, 6%, 4%; 3. 80%, 10%, 5%, 3%, 2%; 4. 85%, 4%, 6%, 3% and 2%; 5. 90%, 4%, 5%, 0.5%; 6. 95%, 2%, 2.25%, 0.25% and 0.5%, and calcining at 1200-1600 deg.C for 2-48 h.
The invention is mainly used for static crushing of fragile materials such as underwater rocks and the like, and can also be used as a rock static crushing agent under the common conditions.
Claims (4)
1. A static breaker and its preparation method, the principal ingredients are quicklime, its characteristic is: FeCl is also added into the material composition3Cement; quicklime, FeCl3Mixing the cement with 50-95 wt%, 22.5-2.25 wt% and 25-2 wt% of the mixture, and calcining at 1300-1600 deg.c.
2. A static disintegrator and its manufacturing method as claimed in claim 1,the method is characterized in that: the material composition can also comprise fluorite and CaCl2。
3. A static crusher and a method for producing the same as claimed in claim 1 or 2, wherein: quicklime, FeCl3Cement, fluorite, CaCl2The weight proportion of the components is as follows: 50-95%, 22.5-2.25%, 25-2%, 14-0.1%, 15-0.5%; the calcination time is as follows: 2 to 48 hours
4. A static crusher and a method of manufacturing the same as claimed in claim 3, wherein: adding proper CaSO into cement4。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB991165489A CN100404478C (en) | 1999-07-19 | 1999-07-19 | Underwater static fracturing agent and its preparing process |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNB991165489A CN100404478C (en) | 1999-07-19 | 1999-07-19 | Underwater static fracturing agent and its preparing process |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1249289A true CN1249289A (en) | 2000-04-05 |
CN100404478C CN100404478C (en) | 2008-07-23 |
Family
ID=5279349
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNB991165489A Expired - Fee Related CN100404478C (en) | 1999-07-19 | 1999-07-19 | Underwater static fracturing agent and its preparing process |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN100404478C (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105837107A (en) * | 2016-03-15 | 2016-08-10 | 青岛太平洋海洋工程有限公司 | Underwater static crushing agent and preparation method thereof |
CN107324741A (en) * | 2017-06-24 | 2017-11-07 | 常州市宝平不绣钢制品有限公司 | A kind of static breaking agent and preparation method thereof |
CN114436614A (en) * | 2022-02-28 | 2022-05-06 | 武汉三源特种建材有限责任公司 | Static crushing agent, preparation method thereof and crushing method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1097725A (en) * | 1993-07-22 | 1995-01-25 | 地质矿产部山东省中心实验室 | Mineral expanding agent |
-
1999
- 1999-07-19 CN CNB991165489A patent/CN100404478C/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105837107A (en) * | 2016-03-15 | 2016-08-10 | 青岛太平洋海洋工程有限公司 | Underwater static crushing agent and preparation method thereof |
CN105837107B (en) * | 2016-03-15 | 2018-08-24 | 青岛太平洋海洋工程有限公司 | A kind of underwater static fracturing agent and preparation method thereof |
CN107324741A (en) * | 2017-06-24 | 2017-11-07 | 常州市宝平不绣钢制品有限公司 | A kind of static breaking agent and preparation method thereof |
CN114436614A (en) * | 2022-02-28 | 2022-05-06 | 武汉三源特种建材有限责任公司 | Static crushing agent, preparation method thereof and crushing method |
Also Published As
Publication number | Publication date |
---|---|
CN100404478C (en) | 2008-07-23 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107572994B (en) | High Efficiency Superfine cement base combined casting material, preparation process and application for water-rich sand layer grouting treatment | |
Kurdowski et al. | Special cements | |
EP2514727B1 (en) | An alkali activated limestone concrete composition and use of composition in concrete casting | |
CN103265239B (en) | Method for preparing sludge concrete | |
AU536039B2 (en) | Demolition agent | |
CN103319123B (en) | Fly ash-based cemented filling material and preparation method thereof | |
CN105198336A (en) | Seashore building cement resisting strong wind and big waves | |
CN114940600B (en) | Full-solid waste filling material and preparation method thereof | |
CN103482940B (en) | High-crack-resistance concrete | |
CN109354469A (en) | Cement grouting material | |
KR101190184B1 (en) | Composition of mechanically stabilized earth wall block using carbon reduction inorganic binder | |
CN101177338A (en) | Highly-controllable strength and dimensionally-stable curing material | |
CN102765906A (en) | Method for producing aerated hollow bricks by fluorite slag | |
CN110885222B (en) | High-efficiency soundless crushing agent and production method thereof | |
CN102167536B (en) | Secondary ettringite type expanding agent and preparation method and application thereof | |
CN112250383A (en) | High-strength inorganic mining reinforcing material and using method thereof | |
CN105271854A (en) | Method for producing high-salinity maritime work cement through mineral waste residue waste materials | |
CN105601141A (en) | Expanding agent for oil well cement and preparation method of expanding agent | |
CN1249289A (en) | Underwater static fracturing agent and its preparing process | |
WO2019170963A1 (en) | Binder composition and hardenable mixture | |
CN104652228B (en) | A kind of utilization refining slag and vessel slag build the technique without bed course highway | |
KR20140119454A (en) | The composition of solidificant having highstrength and rapid solidification | |
KR102535232B1 (en) | High-strength bonding materials and steam curing concrete structures equipped with them | |
US4604143A (en) | Demolition facilitating agent | |
CN105198337A (en) | Production method of marine engineering cement block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080723 Termination date: 20090819 |