CN103774653B - Linear cavity energy explosion slip casting anchoring pipe anchor rod - Google Patents
Linear cavity energy explosion slip casting anchoring pipe anchor rod Download PDFInfo
- Publication number
- CN103774653B CN103774653B CN201210412801.XA CN201210412801A CN103774653B CN 103774653 B CN103774653 B CN 103774653B CN 201210412801 A CN201210412801 A CN 201210412801A CN 103774653 B CN103774653 B CN 103774653B
- Authority
- CN
- China
- Prior art keywords
- rod
- type body
- tubular type
- linear
- slip casting
- 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.)
- Expired - Fee Related
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The present invention relates to a kind of linear cavity energy explosion slip casting anchoring pipe anchor rod, it comprises both ends open, the tubular type body of rod of hollow and baffle ring and backing plate.The diverse location of described tubular type body of rod tube wall and direction are dispersed with multiple rectangular cutout, and its top is filled stemming and is provided with the described baffle ring of the described backing plate of band; The igniting primer that detonator is housed is provided with in the tube wall of described tubular type body of rod bottom; Layout of linear shaped charge is provided with in the described tube wall being provided with described rectangular cutout.Structure of the present invention is simple, construction aspect, with low cost, anchored force can be provided immediately, obtain the effect of anchoring at once; Meanwhile, fundamentally change traditional anchoring load pass through mechanism, construct friction-embolism NEW TYPE OF COMPOSITE anchoring and grouting and reinforcing comprehensive support system.
Description
Technical field
The present invention relates to rock-reinforcing support technology field, particularly relate to linear cavity energy explosion slip casting anchoring pipe anchor rod.
Background technology
Ground anchorage is the anchor pole by burying underground in the earth formation, stratum is locked together tightly, rely on the interaction of anchor pole-injecting cement paste-hole wall ground muscle power, transfer and improve self-strength and the self-stable ability of Rock And Soil, improve by the stress state of anchoring Rock And Soil to make it stable, thus guarantee the technology of engineering safety.The engineer applied of Anchorage Technology came from for 19 end of the centurys, along with the development of its theoretical research and technology, now the fields such as mine, water conservancy, water power, highway, railway, municipal administration, urban construction, geology, military project are widely used in, as a kind of ideal support form, underground construction, slope project, deep-foundation pit engineering etc. stable in play a significant role.Slip casting is also called grouting, it is that certain material formulation is become slurries, poured in stratum or crack with force feed equipment make it spread, gelling or solidification, also can reach the object of strengthening stratum, reinforce one of important measures as at Rock And Soil, its application is increasingly extensive.
Ground anchorage and slip casting are not only subject to the impact of formation lithology, Rock-soil Mass Structure, geological structure, hydrogeology etc., and also may be subject to the effect of violent earthquake, they all constitute a threat to the safety of ground anchorage and slip casting.
During the construction and operation of ground anchorage, anchor pole is extracted from injecting cement paste, anchor pole is extracted from anchor hole together with injecting cement paste is two kinds of ground anchorage mode of failure the most basic, and they all can cause ground anchorage to lose efficacy, and bring hidden danger to engineering safety.In order to ensure engineering safety, the anchored force of anchor pole must be limited.When the anchored force needing to provide is larger, common bolt anchoring can not meet the needs of engineering, this restricts the application and development of Anchorage Technology undoubtedly, how to improve the loading transfer mechanism of ground anchorage, overcome the drawback of common bolt anchoring, improve anchor-holding force of anchor bolt, the measure of integrated use rock-reinforcing, strengthening the stability of Rock And Soil, is the fundamental way promoting rock-reinforcing technical development.
In addition, before the injecting cement paste consolidation in ground anchorage, almost can not provide anchored force, therefore after weak rocks soil excavation can not be adapted to, require the requirement that anchored force is provided immediately.Although existing pipe-seam type anchor rod overcomes to some extent to above-mentioned shortcoming, can provide anchored force immediately after rockbolt installation, be conducive to the distortion controlling Rock And Soil in time, the anchored force that can provide is little; Meanwhile, know from experience due to soft rock-soil and clamp-on tube chamber from the pipe seam of pipe-seam type anchor rod, also will cause the further decline of anchored force.
Summary of the invention
Technical problem to be solved by this invention is to provide one can provide anchored force to control Rock And Soil distortion immediately, improve the loading transfer mechanism of ground anchorage simultaneously, and grouting and reinforcing is carried out to Rock And Soil, to improve anchor-holding force of anchor bolt and to improve anchoring effect and strengthen the linear cavity energy explosion slip casting anchoring pipe anchor rod of Rock And Soil intensity, stability.
For solving the problem, linear cavity energy explosion slip casting anchoring pipe anchor rod of the present invention, is characterized in that: it comprises both ends open, the tubular type body of rod of hollow and baffle ring and backing plate; The diverse location of described tubular type body of rod tube wall and direction are dispersed with multiple rectangular cutout, and its top is filled stemming and is provided with the described baffle ring of the described backing plate of band; The igniting primer that detonator is housed is provided with in the tube wall of described tubular type body of rod bottom; Layout of linear shaped charge is provided with in the described tube wall being provided with described rectangular cutout.
Described detonator is connected with detonator payment to a porter.
Sockets for collecting energy in described layout of linear shaped charge is linear, and this sockets for collecting energy is just to described rectangular cutout.
The linear cavity liner with its same shape is inlaid with in described sockets for collecting energy.
The present invention compared with prior art has the following advantages:
1, because the tube wall of the tubular type body of rod in the present invention is built with the igniting primer installing detonator and layout of linear shaped charge.First, the blast of igniting primer and layout of linear shaped charge in anchor rod body, produces strong effect to tube wall, make tubular type body of rod generation plastic strain, cause tube wall radial dilatation to extrude Rock And Soil, anchored force can be provided immediately, stop the relative sliding of Rock And Soil and anchor pole, reach the effect of anchoring at once, the particularly important is, layout of linear shaped charge explodes the energy-gathering jetting produced, there is high pressure, speed and energy density, directly to the Rock And Soil impact compress consumingly of the right boring wall of the rectangular cutout of tubular type body of rod tube wall, the effect of explosive charge to Rock And Soil is greatly enhanced by layout of linear shaped charge, hole wall Rock And Soil is caused to be pulverized, linear cavity energy Cut blasting seam is formed in Rock And Soil, by the linear cavity energy Cut blasting seam formed, by tubular type body of rod tube chamber to Rock And Soil slip casting, not only can grouting and reinforcing Rock And Soil, and the injecting cement paste be filled in tubular type body of rod tube chamber and linear cavity energy Cut blasting seam to be connected as a single entity formation anchoring by the rectangular cutout on tubular type body of rod tube wall, the tubular type body of rod and Rock And Soil are combined closely, that is by the slip casting of linear cavity energy Cut blasting seam, form and among boring, anchoring is made it tubular type body of rod embolism to the injecting cement paste in cumulative charge seam linear while Rock And Soil grouting and reinforcing, fundamentally change traditional anchoring load pass through mechanism, construct friction-embolism compound anchoring and grouting and reinforcing comprehensive support system, significantly improve rock-reinforcing effect, transfer the self-stable ability of Rock And Soil better, thus improve the stability of Rock And Soil, the safety of geotechnical engineering is greatly enhanced.
2, structure of the present invention simple, be convenient to processing, easy construction, with low cost, can speed up the work significantly, improve rock-reinforcing effect.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in further detail.
Fig. 1 is structural representation of the present invention.
Fig. 2 is powder charge shaft section figure schematic diagram before explosion of the present invention.
Fig. 3 is the tubular type body of rod and rectangular cutout schematic diagram before explosion of the present invention.
Fig. 4 is layout of linear shaped charge schematic diagram of the present invention.
Fig. 5 is layout of linear shaped charge cross-sectional view schematic diagram of the present invention.
Fig. 6 is the linear cavity liner schematic diagram of the present invention.
Fig. 7 is the layout of linear shaped charge cross sectional representation of the linear cavity liner of band of the present invention.
In figure: 1-Rock And Soil, 2-injecting cement paste, 3-boring, 4-tubular type body of rod, 5-tubular type body of rod bottom 6-slip casting embolism, 7-baffle ring, 8-backing plate, 9-igniting primer, 10-detonator, 11-detonator payment to a porter, 12-layout of linear shaped charge, 13-stemming, 14-tube wall, 15-rectangular cutout, 16-linear cavity energy Cut blasting seam, 17-sockets for collecting energy, 18-linear cavity liner.
Detailed description of the invention
As shown in Fig. 1 ~ 7, linear cavity energy explosion slip casting anchoring pipe anchor rod, it comprises both ends open, the tubular type body of rod 4 of hollow and baffle ring 7 and backing plate 8.The diverse location of the tubular type body of rod 4 tube wall 14 and direction are dispersed with multiple rectangular cutout 15, and its top is filled stemming 13 and is provided with the baffle ring 7 of band backing plate 8; The igniting primer 9 that detonator 10 is housed is provided with in the tube wall 14 of tubular type body of rod bottom 5; Layout of linear shaped charge 12 is provided with in the tube wall 14 being provided with rectangular cutout 15.
Wherein: detonator 10 is connected with detonator payment to a porter 11.
Sockets for collecting energy 17 in layout of linear shaped charge 12 is linear, and this sockets for collecting energy 17 is just to rectangular cutout 15.
Also the linear cavity liner 18 with its same shape can be inlaid with in sockets for collecting energy 17 in order to strengthen CUMULATIVE BLASTING effect.Linear cavity liner 18 is made up of materials such as red copper, iron or porcelain.
During use, (1) by designing requirement, boring 3 is arranged to the weak rocks soil body 1, (2) the tubular type body of rod 4 of less than boring 3 aperture for external diameter 1 ~ 2mm is headed in boring 3, fill stemming 13 on the tubular type body of rod 4 top, (3) utilize interval between powder charge to be less than gap distance, at once to be detonated all powder charges of explosion by induced detonation, (4) the blast of igniting primer 9 and layout of linear shaped charge 12, produces strong effect to the tubular type body of rod 4 tube wall 14, orders about tube wall 14 and plastic strain occurs, radial dilatation extruding Rock And Soil 1, anchored force can be provided immediately, stop Rock And Soil 1 and the relative sliding of anchor pole, reach the effect of anchoring at once, simultaneously, layout of linear shaped charge 12 explodes the energy-gathering jetting formed, there is high pressure, speed and energy density, directly to Rock And Soil 1 impact compress consumingly of the right boring wall of rectangular cutout 15 on the tubular type body of rod 4 tube wall 14, the effect of explosive charge to Rock And Soil 1 is greatly enhanced by layout of linear shaped charge 12, cause hole wall Rock And Soil 1 to be pulverized, in Rock And Soil 1, form linear cavity energy Cut blasting seam 16, (5) by the linear cavity energy Cut blasting seam 16 formed, by the tubular type body of rod 4 tube chamber to Rock And Soil 1 slip casting, not only can grouting and reinforcing Rock And Soil 1, and the injecting cement paste 2 be filled in the tubular type body of rod 4 tube chamber and linear cavity energy Cut blasting seam 16 to be connected as a single entity formation anchoring by the rectangular cutout 15 on the tubular type body of rod 4 tube wall 14, the tubular type body of rod 4 and Rock And Soil 1 are combined closely, that is stitch 16 slip castings by linear cavity energy Cut blasting, form while Rock And Soil 1 grouting and reinforcing, injecting cement paste 2 in linear cavity energy Cut blasting seam 16 forms slip casting embolism 6, the tubular type body of rod 4 embolism is made it anchoring by this slip casting embolism 6 among boring, fundamentally change traditional anchoring load pass through mechanism, construct friction-embolism compound anchoring and grouting and reinforcing comprehensive support system, significantly improve rock-reinforcing effect, transfer the self-stable ability of Rock And Soil 1 better, thus improve the stability of Rock And Soil 1, the safety of geotechnical engineering is greatly enhanced.
Claims (4)
1. linear cavity energy explosion slip casting anchoring pipe anchor rod, is characterized in that: it comprises both ends open, the tubular type body of rod (4) of hollow and baffle ring (7) and backing plate (8); The diverse location of the described tubular type body of rod (4) tube wall (14) and direction are dispersed with multiple rectangular cutout (15), and its top is filled stemming (13) and is provided with the described baffle ring (7) of the described backing plate of band (8); The igniting primer (9) that detonator (10) are housed is provided with in the tube wall (14) of described tubular type body of rod bottom (5); Layout of linear shaped charge (12) is provided with in the described tube wall (14) being provided with described rectangular cutout (15).
2. linear cavity energy explosion slip casting anchoring pipe anchor rod as claimed in claim 1, is characterized in that: described detonator (10) is connected with detonator payment to a porter (11).
3. linear cavity energy explosion slip casting anchoring pipe anchor rod as claimed in claim 1, is characterized in that: the sockets for collecting energy (17) in described layout of linear shaped charge (12) is for linear, and this sockets for collecting energy (17) is just to described rectangular cutout (15).
4. linear cavity energy explosion slip casting anchoring pipe anchor rod as claimed in claim 3, is characterized in that: be inlaid with the linear cavity liner (18) with its same shape in described sockets for collecting energy (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210412801.XA CN103774653B (en) | 2012-10-26 | 2012-10-26 | Linear cavity energy explosion slip casting anchoring pipe anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210412801.XA CN103774653B (en) | 2012-10-26 | 2012-10-26 | Linear cavity energy explosion slip casting anchoring pipe anchor rod |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103774653A CN103774653A (en) | 2014-05-07 |
| CN103774653B true CN103774653B (en) | 2016-03-30 |
Family
ID=50567364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210412801.XA Expired - Fee Related CN103774653B (en) | 2012-10-26 | 2012-10-26 | Linear cavity energy explosion slip casting anchoring pipe anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103774653B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104358580B (en) * | 2014-10-30 | 2016-08-24 | 安徽理工大学 | The major part jet perforating tubular type grouted anchor bar of a kind of ribmet skeleton and construction method |
| CN104295309B (en) * | 2014-10-30 | 2017-06-09 | 安徽理工大学 | A kind of jet perforating hollow grouting anchor and its construction method with framework of steel reinforcement |
| CN104963700B (en) * | 2015-06-30 | 2017-02-08 | 中国矿业大学 | Soft rock roadway surrounding rock high pressure gas active presplitting grouting device and method |
| CN107542086B (en) * | 2017-10-17 | 2023-05-12 | 甘肃中建市政工程勘察设计研究院有限公司 | Anchor cable construction method for filling slope |
| CN110905570B (en) * | 2019-12-10 | 2021-03-23 | 济宁学院 | A stock anchor beam supporting construction for coal mine tunnel |
| CN112393656A (en) * | 2020-11-11 | 2021-02-23 | 中国人民解放军陆军工程大学 | Multipoint mode gathers can blasting loaded constitution |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4904122A (en) * | 1987-08-06 | 1990-02-27 | Dyckerhoff & Widmann Aktiengesellschaft | Anchoring device, such as a rock anchor |
| CN202144596U (en) * | 2011-06-18 | 2012-02-15 | 山东大学 | Local explosion hole reaming anchoring device |
| CN102519322A (en) * | 2011-12-06 | 2012-06-27 | 兰州大学 | Blasting method based on joint control of hole inside energy accumulation blasting and smooth blasting |
| CN202359559U (en) * | 2011-11-30 | 2012-08-01 | 兰州大学 | Bead-like tubular anchor rod |
| CN202936790U (en) * | 2012-10-26 | 2013-05-15 | 兰州大学 | Linear energy-concentrated blast grouting and anchoring tube-type anchor rod |
-
2012
- 2012-10-26 CN CN201210412801.XA patent/CN103774653B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4904122A (en) * | 1987-08-06 | 1990-02-27 | Dyckerhoff & Widmann Aktiengesellschaft | Anchoring device, such as a rock anchor |
| CN202144596U (en) * | 2011-06-18 | 2012-02-15 | 山东大学 | Local explosion hole reaming anchoring device |
| CN202359559U (en) * | 2011-11-30 | 2012-08-01 | 兰州大学 | Bead-like tubular anchor rod |
| CN102519322A (en) * | 2011-12-06 | 2012-06-27 | 兰州大学 | Blasting method based on joint control of hole inside energy accumulation blasting and smooth blasting |
| CN202936790U (en) * | 2012-10-26 | 2013-05-15 | 兰州大学 | Linear energy-concentrated blast grouting and anchoring tube-type anchor rod |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103774653A (en) | 2014-05-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103774651B (en) | Olive-shaped antiskid key slip casting anchoring support explosion anchor pole | |
| CN103774653B (en) | Linear cavity energy explosion slip casting anchoring pipe anchor rod | |
| CN202359559U (en) | Bead-like tubular anchor rod | |
| CN103132514B (en) | Detent type anchor rod | |
| CN202359558U (en) | Calabash-shaped anchor rod | |
| CN202359560U (en) | Tubular anchor rod with trumpet-shaped bottom end | |
| CN202359557U (en) | Pawl type anchor rod | |
| CN104295309B (en) | A kind of jet perforating hollow grouting anchor and its construction method with framework of steel reinforcement | |
| CN105737697A (en) | Contour blasting method for joint development rock masses | |
| CN103774660B (en) | Circular CUMULATIVE BLASTING hole slip casting anchoring pipe anchor rod | |
| CN105300203A (en) | Outline blasting method used for rock foundation excavation | |
| CN103132515B (en) | Calabash type anchor rod | |
| CN103774654B (en) | Olive-shaped antiskid key slip casting anchoring support explosion pipe anchor rod | |
| CN202936783U (en) | Tubular type anchor rod with grouted circular energizing blasting holes for anchoring | |
| CN202936790U (en) | Linear energy-concentrated blast grouting and anchoring tube-type anchor rod | |
| CN103132520A (en) | Pipe type anchor rod with horn-shaped bottom end | |
| CN103774656B (en) | Along bolt pipe anchor rod | |
| CN103774658B (en) | Bar shaped antiskid key pipe anchor rod | |
| CN203239369U (en) | Improved expanding end anchor device | |
| CN103774650B (en) | Bar shaped reinforcement antiskid key pipe anchor rod | |
| CN103132516B (en) | Bead type tubular anchor rod | |
| CN202936781U (en) | Tubular type anchor rod with round-cake-shaped anti-skid key | |
| CN202936786U (en) | Strip-shaped anti-sliding key tubular anchor rod | |
| CN202936779U (en) | Tubular anchor rod provided with reverse bolts | |
| CN103774659B (en) | Round pie antiskid key pipe anchor rod |
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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160330 Termination date: 20191026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |