CN105019901B - A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method - Google Patents
A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method Download PDFInfo
- Publication number
- CN105019901B CN105019901B CN201510319234.7A CN201510319234A CN105019901B CN 105019901 B CN105019901 B CN 105019901B CN 201510319234 A CN201510319234 A CN 201510319234A CN 105019901 B CN105019901 B CN 105019901B
- Authority
- CN
- China
- Prior art keywords
- stone
- drilling
- thermal expansion
- cracking agent
- cracking
- 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.)
- Active
Links
Landscapes
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
The present invention relates to a kind of thermal expansion stone cracking agent equal proportion structure large area to split cubic meter of stone method, belongs to Materials Science and Engineering technology crossing domain.Square stone is first chosen, is drilled in stone center, loads stone cracking agent, carries out splitting stone experiment, screens optimal boring radius；Then ensure identical standard split stone in the case of, it is determined that intending the drilling plane S of cracking stone, be distributed according to the drill center of construction requirement and determine spacing of wells d；Measure at drill center perpendicular to the rock thickness h of drilling plane1, then drilling depth h beBoring radius r is
Description
Technical field
The present invention relates to a kind of thermal expansion stone cracking agent equal proportion structure large area to split cubic meter of stone method, belongs to Materials Science and Engineering
Technology crossing domain.
Background technology
Commercial explosive occupies leading position in mine excavation always in the past, but because generally existing labor intensity is big, work
The shortcomings of imitating low, waste of resource, security difference and pollution environment, in addition to except part, engineering still needs commercial explosive, industry is fried
Medicine is gradually substituted by stone cracking agent.Stone cracking agent because with it is noiseless, controllable, without chip, financial cost it is low, using simple, construction and
The advantages that transportation safety, protection resource and environment, and it is widely used in building stones cutting, catalase, the cutting of groove open caisson, concrete
The engineering constructions such as basis dismounting, play increasingly important function in the development of the national economy.
A new varieties of the thermal expansion stone cracking agent as stone cracking agent product, more heat transfer is discharged by chemical reaction, heat
High temperature caused by amount release can heat and destroy surrounding medium, and caused portion gas is due to high-temperature heat expansion effect and to week
Enclose medium acting.Due to produce gas flow it is few, be merely capable of being formed the extremely weak bulbs of pressure and decline of pressure quickly, be merely able to
Several meters of closely interior effectively acting.Thermal expansion stone cracking agent caloric value is big, and acting scope is small, can be answered in many fields
With, such as its action effect is far away from engineering explosion, but action effect is much better than stone cracking agent, the rock that is particularly suitable for use in, concrete,
The fast and safely cracking of bridge pier, building etc..
With development in science and technology and social progress, resources conservation, efficient construction concept are gradually paid attention to by industry personage.Due to
The standard for judging that neither one is theoretical of the amount of stone cracking agent needed for counterincision stone, cause stone cracking agent blindly to drill in use,
Blindness powder charge, so that dose deficiency, the excessive phenomenon of dose emerge in an endless stream in use, stone cracking agent is caused huge
Waste, this is gradually paid attention to by workmen.
Therefore, foundation can instruct the appraisal procedure of thermal expansion stone cracking agent medicament usage amount in the case of difference splits stone very
It is important.
The content of the invention
The invention aims to solve stone cracking agent in use blindly drilling, powder charge and stone cracking agent is caused huge
Big the problem of wasting, there is provided a kind of thermal expansion stone cracking agent equal proportion structure large area split cubic meter of stone method.
The purpose of the present invention is achieved through the following technical solutions.
A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method, comprises the following steps that：
Step 1: it is 2R to choose size dimension0Square stone, it is h that depth is drilled through in stone center0Hole, dress
Stone cracking agent is filled out, carries out splitting stone experiment, screens optimal boring radius r0；
The optimal boring radius r of screening0Method is：Drill through minimum boring radius r1, load thermal expansion stone cracking agent and split
Stone is tested, and expands boring radius r successively1Value, until reaching optimal splits stone effect, i.e., rock being capable of instant of complete cracking and needed for reaching
The displacement wanted, boring radius value now is r0；
Step 2: ensure identical standard split stone in the case of, it is determined that intend cracking stone drilling plane S, according to construction
It is required that drill center distribution determine spacing of wells d；Measure at drill center perpendicular to the rock thickness h of drilling plane1, then bore
Hole depth h isBoring radius r is r=(d × r0)/2R0；
Step 3: the h and r according to obtained by step 2 is drilled, thermal expansion stone cracking agent is loaded into drilling and carries out splitting stone；
The step 1 R0、h0Taken unit is rice, works as R0Span be more than 1 meter when, drill through depth
Rice；Work as R0Value be less than or equal to 1 meter when, drilling through depth isRice；
The step 2 identical standard splits stone situation for required cracking stone material is identical, thermal expansion stone cracking agent kind batch
Temperature environment that secondary identical, stone cracking agent uses is identical, surrounding space medium residing for cracking stone is similar；
The step 2 determines the drilling plane S of plan cracking stone, and specific method is：Easy construction platform face is unique, chooses
Easy construction platform is as drilling plane；In the case of easy construction platform is not unique, chooses the maximum plane of two-dimensional directional stretching, extension and make
For drilling plane；
Beneficial effect
1st, a kind of thermal expansion stone cracking agent equal proportion structure large area of the invention splits cubic meter of stone method, suitable for any large area
Stone structure is split, is calculated simply, easily operation, does not influence the selection and distribution of existing bore position, can adapt to existing thermal expansion
Stone cracking agent use environment and condition；
2nd, a kind of thermal expansion stone cracking agent equal proportion structure large area of the invention splits cubic meter of stone method, splits that stone speed is fast, efficiency high,
Wasted using process without unnecessary thermal expansion stone cracking agent, for specific rock and its use environment, parameter can be permanently effective after calculating
Use, be particularly suitable for use in long-term engineering construction；
3rd, a kind of thermal expansion stone cracking agent equal proportion structure large area of the invention splits cubic meter of stone method, computational methods science, uses
Process safety is stable, does not influence the normal use work progress of existing thermal expansion stone cracking agent product, can equal proportion using this method
Structure large area splits stone, greatlys save stone cracking agent dosage, reduces financial cost, increases economic efficiency.
Embodiment
Present disclosure is further described with reference to embodiment.
Embodiment 1
In certain stone pit, length of side R is chosen0Size is 1.2m square limestone, according to formula
Stone center drills through depth h0For 1.05m hole, the stone hole that radius is 10mm is drilled through, filling thermal expansion stone cracking agent is split
Stone is tested, and rock can not ftracture, and expands boring radius value successively, until rock can instant of complete cracking and cracking stone spacing reach
15cm, the optimal boring radius value measured are 20mm.In the stone pit according to construction requirement, it is necessary to a same type of lime
Rock is ftractureed, and its shape is close to cuboid, and size is about 3m × 4m × 5m, according to site operation personnel requirement, with 4m × 5m
Plane is drilling plane S, Stone technique personnel is split according to this secondary fissure stone requirement, according to the 1.6m spacing of wells on drilling plane S
Be uniformly distributed each bore position, the rock thickness measured at drill center perpendicular to drilling plane is 3m, then drilling depth h according to
Formula1.69m, boring radius r are calculated as according to formula r=(d × r0)/2R0It is calculated as 26.67mm；Enter
Row drilling, into drilling loading thermal expansion stone cracking agent carries out splitting stone, splits stone and works well, between rock crack distance more 10~
Between 20cm, reach expection and split stone effect.
Embodiment 2：
In certain stone pit, length of side R is chosen0Size is 1.2m square limestone, according to formulaIn stone
Block center drills through depth h0For 1.05m hole, the stone hole that radius is 10mm is drilled through, filling thermal expansion stone cracking agent carries out splitting stone
Experiment, rock can not ftracture, and expand boring radius value successively, until rock can instant of complete cracking and cracking stone spacing reach
15cm, the optimal boring radius value measured are 20mm.In the stone pit according to construction requirement, it is necessary to a same type of lime
Rock is ftractureed, and for construction area close to rectangle, size is about 2m × 4m, according to site operation personnel requirement, is put down with 4m × 2m
Face is drilling plane S, splits Stone technique personnel according to this secondary fissure stone requirement, equal according to the 1.0m spacing of wells on drilling plane S
12 bore positions of even distribution, the construction rock thickness measured at drill center perpendicular to drilling plane is 3m, then drilling depth h
According to formula1.69m, boring radius r are calculated as according to formula r=(d × r0)/2R0It is calculated as
16.67mm；Drilled, thermal expansion stone cracking agent is loaded into drilling and carries out splitting stone, stone is split and works well, crack distance between rock
More between 15~23cm, reach expection and split stone effect.
Embodiment 3：
In certain stone pit, length of side R is chosen0Size is 0.8m square limestone, according to formulaDepth h is drilled through in stone center0For 0.68m hole, drilling through radius is
8mm stone hole, filling thermal expansion stone cracking agent carry out splitting stone experiment, and rock can not ftracture, and expand boring radius value successively, until rock
Stone can instant of complete cracking and cracking stone spacing reach 25cm, the optimal boring radius value measured is 14mm.In the stone pit root
According to construction requirement, it is necessary to be ftractureed to a same type of limestone, its shape close to cuboid, size be about 6m × 8m ×
5m, according to site operation personnel requirement, using 6m × 8m planes as drilling plane S, Stone technique personnel are split according to this secondary fissure stone requirement,
Each bore position is uniformly distributed according to the 2.0m spacing of wells on drilling plane S, is measured flat perpendicular to drilling at drill center
The rock thickness in face is 5m, then drilling depth h is according to formulaBe calculated as 3.16m, boring radius r according to
Formula r=(d × r0)/2R0It is calculated as 35mm；Drilled, thermal expansion stone cracking agent is loaded into drilling and carries out splitting stone, split stone effect
Fruit is good, and crack distance reaches expection and split stone effect more between 20~35cm between rock.
Claims (2)
1. a kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method, it is characterised in that：Comprise the following steps that：
Step 1: it is 2R to choose size dimension0Square stone, it is h that depth is drilled through in stone center0Hole, filling splits
Stone agent, carry out splitting stone experiment, screen optimal boring radius r0；
The optimal boring radius r of screening0Method is：Drill through minimum boring radius r1, load thermal expansion stone cracking agent and carry out splitting stone examination
Test, expand boring radius r successively1Value, until reaching optimal splits stone effect, i.e., rock being capable of instant of complete cracking and required for reaching
Displacement, boring radius value now is r0；
Step 2: ensure identical standard split stone in the case of, it is determined that intend cracking stone drilling plane S, according to construction requirement
Drill center distribution determine spacing of wells d；Measure at drill center perpendicular to the rock thickness h of drilling plane1, then drilling is deep
Spending h isBoring radius r is r=(d × r0)/2R0；
Step 3: the h and r according to obtained by step 2 is drilled, thermal expansion stone cracking agent is loaded into drilling and carries out splitting stone；
The step 1 R0、h0Taken unit is rice, works as R0Span be more than 1 meter when, drill through depth
Rice；Work as R0Value be less than or equal to 1 meter when, drilling through depth isRice.
2. a kind of thermal expansion stone cracking agent equal proportion structure large area as claimed in claim 1 splits cubic meter of stone method, it is characterised in that：Institute
State step 2 to determine to intend the drilling plane S of cracking stone, specific method is：Easy construction platform face is unique, chooses easy construction platform
As drilling plane；In the case of easy construction platform is not unique, the maximum plane of two-dimensional directional stretching, extension is chosen as drilling plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510319234.7A CN105019901B (en) | 2015-06-11 | 2015-06-11 | A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510319234.7A CN105019901B (en) | 2015-06-11 | 2015-06-11 | A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105019901A CN105019901A (en) | 2015-11-04 |
| CN105019901B true CN105019901B (en) | 2017-12-26 |
Family
ID=54410144
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510319234.7A Active CN105019901B (en) | 2015-06-11 | 2015-06-11 | A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105019901B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114135119B (en) * | 2021-12-21 | 2023-04-28 | 宁波市政工程建设集团股份有限公司 | Construction method for breaking open caisson blade foot concrete cushion by static expansion |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102865787A (en) * | 2012-08-17 | 2013-01-09 | 重庆市爆破工程建设有限责任公司 | Static blasting method |
| CN103788922B (en) * | 2014-01-27 | 2016-06-15 | 中国矿业大学 | A kind of static breaking agent |
| CN104154831A (en) * | 2014-08-14 | 2014-11-19 | 贵州建工集团第一建筑工程有限责任公司 | Cubic stone expansion and blasting method |
-
2015
- 2015-06-11 CN CN201510319234.7A patent/CN105019901B/en active Active
Non-Patent Citations (1)
| Title |
|---|
| 装药量计算;钟汉华;《城市水利工程施工技术》;20080731;第28页 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105019901A (en) | 2015-11-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zhai et al. | Fracturing mechanism of coal-like rock specimens under the effect of non-explosive expansion | |
| Zheng et al. | Characterisation of mechanics and flow fields around in-seam methane gas drainage borehole for preventing ventilation air leakage: A case study | |
| Chen et al. | An FEM/VOF hybrid formulation for fracture grouting modelling | |
| Lu et al. | Micro-particles stabilized aqueous foam for coal spontaneous combustion control and its flow characteristics | |
| CN105626027B (en) | A kind of physical simulating method of coal petrography directional well sand fracturing | |
| Shao et al. | Experimental study on stress sensitivity of underground gas storage | |
| CN108468538A (en) | A kind of shale hydraulic fracture extension prediction technique | |
| Ulitskii et al. | Bed-structure system analysis for soil freezing and thawing using the termoground program. | |
| CN105019901B (en) | A kind of thermal expansion stone cracking agent equal proportion structure large area splits cubic meter of stone method | |
| CN106568621A (en) | Production method of physical die rock core for simulating deep high pressure reservoir | |
| Zhang et al. | Study on “fracturing-sealing” integration technology based on high-energy gas fracturing in single seam with high gas and low air permeability | |
| Wang et al. | Grout diffusion characteristics during chemical grouting in a deep water-bearing sand layer | |
| Li et al. | Influence of supercritical CO2 saturation on the failure process of hot dry rock with acoustic emission monitoring | |
| CN111303842A (en) | Deep crack lost stratum seam hole transformation leakage-proof plugging and reservoir protection material | |
| Zhang et al. | 3D numerical simulation and influencing factors of loose top coal spontaneous combustion in roadway | |
| Li et al. | Study on gas leakage along cement sheath interfaces in salt cavern gas storage well | |
| US20190309611A1 (en) | Hydraulic fracturing in hydrocarbon reservoirs | |
| CN103498478A (en) | Curtain grouting construction method for rock dam foundation | |
| Zhelnin et al. | Numerical simulation of soil stability during artificial freezing | |
| Wu et al. | Optimization of the Plastic Area of a Borehole Based on the Gas Extraction Effect and Its Engineering Application | |
| Li et al. | Comparative and modeling study of the difference in failure mechanisms of cyclic and monotonic pneumatic fracturing of granite | |
| Daqi et al. | The Research on Dynamic Changes of Fracture Width in Fractured/Caved Carbonate Reservoirs | |
| Kneafsey | Laboratory studies to investigate subsurface fracture mechanics | |
| Li et al. | Creep mechanical properties of granite under combined axial compression and water pressure and support characteristics of surrounding rock | |
| CN104913695B (en) | A kind of thermal expansion stone cracking agent boring layer rock defect-compensating method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant |