CN107268640A - The compound anchoring of one kind and its anchoring process - Google Patents
The compound anchoring of one kind and its anchoring process Download PDFInfo
- Publication number
- CN107268640A CN107268640A CN201610215883.7A CN201610215883A CN107268640A CN 107268640 A CN107268640 A CN 107268640A CN 201610215883 A CN201610215883 A CN 201610215883A CN 107268640 A CN107268640 A CN 107268640A
- Authority
- CN
- China
- Prior art keywords
- anchor
- anchor cable
- hole
- cable body
- anchoring
- 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.)
- Pending
Links
- 238000004873 anchoring Methods 0.000 title claims abstract description 31
- 150000001875 compounds Chemical class 0.000 title claims abstract description 15
- 238000000034 method Methods 0.000 title claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000002360 explosive Substances 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 7
- 239000004568 cement Substances 0.000 claims description 13
- 239000011435 rock Substances 0.000 claims description 12
- 239000002689 soil Substances 0.000 claims description 6
- 238000007569 slipcasting Methods 0.000 claims description 5
- 238000007596 consolidation process Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 claims description 2
- 239000000203 mixture Substances 0.000 claims description 2
- 230000009172 bursting Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005474 detonation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Abstract
The present invention relates to the compound anchoring of one kind, it includes anchor cable body and pad, backing plate and anchor slab；The pad on the backing plate with being equipped with anchor cable hole.The top of the anchor cable body sequentially passes through the pad and the anchor cable hole of the backing plate is connected together with the anchor slab；The anchor cable body bottom is the Cable Structure being made up of steel wire that stratiform ladder is distributed, and the cylindric explosive of the water resistant equipped with detonator is accompanied between the outer layer and internal layer of every rank.Meanwhile, the invention also discloses the anchoring process of the compound anchoring.It is simple in construction, easy construction of the invention, with low cost, huge anchor force, improvement anchoring effect can be provided, project progress can be significantly speeded up.
Description
Technical field
Reinforced the present invention relates to Rock And Soil and support technology, more particularly to a kind of compound anchoring and its anchoring process.
Background technology
In decades, the prevention and controls and technology on landslide have obtained faster development, especially anchorage technology, and it is by burying
If anchor cable in the earth formation tightly locks together on stratum, in mine, water conservancy, water power, highway, railway, municipal administration, city
Build, the field such as geology, military project obtains extensive use, and key effect is played in national economy key project construction.But it is existing
The anchorage technology or anchor force that can be provided is limited, consolidation effect is not ideal enough, or cost is high, difficulty of construction is big, technique
Complicated the problems such as, serious restriction is constituted to the application of its further genralrlization.
The content of the invention
The technical problems to be solved by the invention, which are to provide one kind, can provide huge anchor force, improve anchoring effect, and
Cost is low, construction is easy, technique is simply combined anchoring.
Another technical problem to be solved by this invention is to provide the anchoring process of the compound anchoring.
To solve the above problems, a kind of compound anchoring of the present invention, it is characterised in that：It includes anchor cable body and pad
Platform, backing plate and anchor slab；The pad on the backing plate with being equipped with anchor cable hole；The top of the anchor cable body sequentially passes through the pad
The anchor cable hole of platform and the backing plate is connected together with the anchor slab；The anchor cable body bottom be stratiform ladder be distributed by
The Cable Structure of steel wire composition, the cylindric explosive of the water resistant equipped with detonator is accompanied between the outer layer and internal layer of every rank.
The length of each layer steel wire differs in the anchor cable body, and outer layer is short, internal layer length, central shaft are most long.
An injected hole is provided with the backing plate.
A kind of anchoring process of compound anchoring as described above, comprises the following steps：
(1) anchor hole is bored to rock and soil slope by design requirement；
(2) the explosive of the detonator is housed to the anchor cable body per arranging section between rank outer layer and internal layer；
(3) the anchor cable body that will be equipped with the explosive is placed in the anchor hole bottom hole；
(4) the slip casting into the anchor hole, makes the injecting cement paste bury the anchoring section of the anchor cable body completely, at once detonating charge；
(5) it is described after applying the pad at the opening of the anchor hole after injecting cement paste consolidation and allowing the anchor cable body top to pass through
Pad and the anchor cable hole at the backing plate center, and apply prestressing force and lock the anchor cable body on the anchor slab；
(6) it is suitable for reading to the injected hole to refilling the injecting cement paste in the anchor hole by the injected hole on the backing plate, together
When cast the injecting cement paste in wall-rock crack.
The present invention has advantages below compared with prior art：
1st, detonation driving anchor cable body scatters per the steel wire of rank outer layer to anchor hole wall and rock cranny in the present invention, drives slip casting
Body drives the part steel wire of anchor cable body to penetrate among Rock And Soil crack, and anchor cable body is anchored in anchor hole by injecting cement paste.
2nd, in the present invention after the cylindric explosive charge of water resistant, the different steel wire of length corresponding to anchor cable body different layers is built
Comprehensive, three-dimensional compound anchoring is played, the different steel wire of length is anchored, while providing anchor force, played a role respectively
And cooperate, make the whole anchoring section anchor hole of anchor hole with the shearing stress distribution on slip casting body interface than more uniform.
3rd, the present invention calls the ground in the range of whole anchoring section to greatest extent by the cooperation of the different steel wires of length
Layer intensity, and anchor force can be improved with the increase of the anchor cable body number of plies and length in theory, the security of engineering is obtained significantly
Enhancing.
4th, simple in construction, easy construction of the invention, with low cost, can significantly speed up project progress.
Brief description of the drawings
The embodiment to the present invention is described in further detail below in conjunction with the accompanying drawings.
Fig. 1 is structural representation of the invention.
Fig. 2 is the shaft section schematic diagram of anchor cable body explosive charge blast pre-structure of the present invention.
In figure：1-Rock And Soil, 2-injecting cement paste, 3-anchor hole, 4-anchor cable, 5-wall-rock crack of body, 6-pad 7-pad
Plate 8-anchor slab, 9-anchor cable hole, 10-detonator, 11-steel wire, 12-explosive, 13-injected hole.
Embodiment
As shown in Figure 1 and Figure 2, a kind of compound anchoring, it includes anchor cable body 4 and pad 6, backing plate 7 and anchor slab 8.Pad 6 with
Anchor cable hole 9 is equipped with backing plate 7；The top of anchor cable body 4 sequentially passes through pad 6 and the anchor cable hole 9 of backing plate 7 is connected to anchor slab 8
Together；The bottom of anchor cable body 4 is the Cable Structure being made up of steel wire 11 that stratiform ladder is distributed, and is pressed from both sides between the outer layer and internal layer of every rank
There is the cylindric explosive 12 of the water resistant equipped with detonator 10.
Wherein：The length of each layer steel wire 11 differs in anchor cable body 4, and outer layer is short, internal layer length, central shaft are most long.
An injected hole 13 is provided with backing plate 7.
The anchoring process of the compound anchoring, comprises the following steps：
(1) anchor hole 3 is bored to the side slope of Rock And Soil 1 by design requirement；
(2) the explosive 12 of detonator 10 is housed to anchor cable body 4 per arranging section between rank outer layer and internal layer；
(3) the anchor cable body 4 that will be equipped with explosive 12 is placed in the bottom hole of anchor hole 3；
(4) the slip casting into anchor hole 3, makes injecting cement paste 2 bury the anchoring section of anchor cable body 4 completely, at once detonating charge 12, produces country rock
Crack 5；
(5) pad 6 is applied at the opening of anchor hole 3 after injecting cement paste 2 is consolidated and allow the top of anchor cable body 4 to pass through pad 6 and backing plate 7
The anchor cable hole 9 at center, and apply prestressing force and lock anchor cable body 4 on anchor slab 8；
(6) it is suitable for reading to injected hole 13 to refilling injecting cement paste 2 in anchor hole 3 by the injected hole 13 on backing plate 7, while note of casting
Slurry 2 is in wall-rock crack 5.
Claims (4)
1. the compound anchoring of one kind, it is characterised in that：It includes anchor cable body（4）And pad（6）, backing plate（7）And anchor slab（8）；It is described
Pad（6）With the backing plate（7）On be equipped with anchor cable hole（9）；The anchor cable body（4）Top sequentially pass through the pad（6）
With the backing plate（7）The anchor cable hole（9）With the anchor slab（8）Connect together；The anchor cable body（4）Bottom is stratiform rank
Ladder distribution by steel wire（11）The Cable Structure of composition, is accompanied equipped with detonator between the outer layer and internal layer of every rank（10）Water resistant circle
The explosive of tubular（12）.
2. a kind of compound anchoring as claimed in claim 1, it is characterised in that：The anchor cable body（4）In each layer steel wire（11）'s
Length differs, and outer layer is short, internal layer length, central shaft are most long.
3. a kind of compound anchoring as claimed in claim 1, it is characterised in that：The backing plate（7）On be provided with an injected hole（13）.
4. a kind of anchoring process of compound anchoring as claimed in claim 1, comprises the following steps：
(1) by design requirement to Rock And Soil（1）Side slope bores anchor hole（3）；
(2) to the anchor cable body（4）The detonator is housed per arranging section between rank outer layer and internal layer（10）The explosive
（12）；
(3) the explosive will be equipped with（12）The anchor cable body（4）It is placed in the anchor hole（3）Bottom hole；
(4) to the anchor hole（3）Interior slip casting, makes the injecting cement paste（2）The anchor cable body is buried completely（4）Anchoring section, rise at once
Bursting charge（12）；
(5) the injecting cement paste is treated（2）In the anchor hole after consolidation（3）Opening at apply the pad（6）And allow the anchor cable body
（4）Top passes through the pad（6）With the backing plate（7）The anchor cable hole at center（9）, and apply prestressing force and lock described
Anchor cable body（4）In the anchor slab（8）On；
(6) the backing plate is passed through（7）On injected hole（13）To the anchor hole（3）Inside refill the injecting cement paste（2）Described in
Injected hole（13）It is suitable for reading, while the injecting cement paste of casting（2）In wall-rock crack（5）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215883.7A CN107268640A (en) | 2016-04-09 | 2016-04-09 | The compound anchoring of one kind and its anchoring process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610215883.7A CN107268640A (en) | 2016-04-09 | 2016-04-09 | The compound anchoring of one kind and its anchoring process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107268640A true CN107268640A (en) | 2017-10-20 |
Family
ID=60052114
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610215883.7A Pending CN107268640A (en) | 2016-04-09 | 2016-04-09 | The compound anchoring of one kind and its anchoring process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107268640A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08165647A (en) * | 1994-12-15 | 1996-06-25 | Kurosawa Kensetsu Kk | Ground anchor construction method and its fixation member |
| CN102002947A (en) * | 2010-12-06 | 2011-04-06 | 武汉大学 | Explosion expanded internal anchor head prestressed anchor cable for strengthening weak rock and anchoring method thereof |
| CN201962675U (en) * | 2011-01-14 | 2011-09-07 | 傅金筑 | Locally-strengthened and tension-free anchor cable rock mass strengthening device |
| CN103069109A (en) * | 2010-08-10 | 2013-04-24 | Fci特拉华控股有限公司 | Fully grouted cable bolt |
| CN205502035U (en) * | 2016-04-09 | 2016-08-24 | 河南城建学院 | Composite anchoring |
-
2016
- 2016-04-09 CN CN201610215883.7A patent/CN107268640A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08165647A (en) * | 1994-12-15 | 1996-06-25 | Kurosawa Kensetsu Kk | Ground anchor construction method and its fixation member |
| CN103069109A (en) * | 2010-08-10 | 2013-04-24 | Fci特拉华控股有限公司 | Fully grouted cable bolt |
| CN102002947A (en) * | 2010-12-06 | 2011-04-06 | 武汉大学 | Explosion expanded internal anchor head prestressed anchor cable for strengthening weak rock and anchoring method thereof |
| CN201962675U (en) * | 2011-01-14 | 2011-09-07 | 傅金筑 | Locally-strengthened and tension-free anchor cable rock mass strengthening device |
| CN205502035U (en) * | 2016-04-09 | 2016-08-24 | 河南城建学院 | Composite anchoring |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171020 |