CN107447755A - A kind of anchor pole equipment and armature boring construction method - Google Patents
A kind of anchor pole equipment and armature boring construction method Download PDFInfo
- Publication number
- CN107447755A CN107447755A CN201710744230.2A CN201710744230A CN107447755A CN 107447755 A CN107447755 A CN 107447755A CN 201710744230 A CN201710744230 A CN 201710744230A CN 107447755 A CN107447755 A CN 107447755A
- Authority
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- China
- Prior art keywords
- drilling rod
- supervisor
- anchor pole
- injected hole
- drill bit
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 25
- 238000005553 drilling Methods 0.000 claims abstract description 75
- 239000011083 cement mortar Substances 0.000 claims abstract description 15
- 238000007569 slipcasting Methods 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 6
- 239000002002 slurry Substances 0.000 claims description 18
- 239000004568 cement Substances 0.000 claims description 15
- 210000003205 muscle Anatomy 0.000 claims description 10
- 239000000843 powder Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 7
- 239000000654 additive Substances 0.000 claims description 6
- 230000000996 additive effect Effects 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 5
- 229920002134 Carboxymethyl cellulose Polymers 0.000 claims description 4
- 235000010891 Ptelea trifoliata Nutrition 0.000 claims description 3
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 3
- 238000012423 maintenance Methods 0.000 claims description 3
- 241000537371 Fraxinus caroliniana Species 0.000 claims 1
- 238000003912 environmental pollution Methods 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 9
- 239000002689 soil Substances 0.000 description 7
- 238000003756 stirring Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 239000004927 clay Substances 0.000 description 3
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 244000097592 Ptelea trifoliata Species 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 235000006506 Brasenia schreberi Nutrition 0.000 description 1
- 244000267222 Brasenia schreberi Species 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000008093 supporting effect Effects 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/02—Setting anchoring-bolts with provisions for grouting
- E21D20/028—Devices or accesories for injecting a grouting liquid in a bore-hole
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D21/00—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection
- E21D21/0026—Anchoring-bolts for roof, floor in galleries or longwall working, or shaft-lining protection characterised by constructional features of the bolts
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a kind of anchor pole equipment; the drilling rod supervisor formed including the drilling rod being sequentially connected from beginning to end by several; the outside of drilling rod supervisor is connected with blade; hollow slip casting passage is provided with drilling rod supervisor; one end of the drilling rod supervisor is connected with drill bit; drilling rod is responsible for the junction being sequentially connected with the junction of drill bit and several drilling rods head and the tail and is equipped with sealing gasket; drill bit is provided with injected hole; the outside of injected hole is provided with the injected hole protection cap being engaged with the injected hole, and injected hole protection cap is connected with drill bit；The present invention also provides a kind of armature boring construction method of anchor pole equipment.Beneficial effects of the present invention：The present invention is not used with plumber's skill, carries out retaining wall with cement mortar, low cost is cost-effective；For the present invention in construction, environmental pollution is small；Rotated when drilling rod is extracted and make it that cement mortar is effectively combined with hole wall, anti-pulling of anchor bar can be improved；Anchor pole can bear very high pressure, be adapted to more occasions, strong adaptability, and simple in construction, easy to operate.
Description
Technical field
The present invention relates to construction engineering technical field, it particularly relates to a kind of anchor pole equipment and armature boring construction party
Method.
Background technology
Anchor pole is the component that pulling force is reached to stable rock-soil layer, and rod body material is done when using steel strand wires or high-strength steel tow
When, also referred to as anchor cable.A kind of component in current foundation ditch, slope retaining, generally with campshed, diaphragm wall or soil nail wall phase
With reference to as main primary structure member；Traditional anchor pole is the pressure that can only bear very little in work, and applicable situation is limited.
The applicable formation volumes of suspension roof support are wide, almost cover all stratum in China, more than relatively stable level of ground water
Banket for many years, cohesive soil typically uses the dry pore-forming of twist bit, the Chinese patent of Application No. 201310154494.4 discloses
A kind deep foundation pit soil layer suspension roof support construction technology, comprises the following steps：（One）Telephone-moving is in place；（Two）Correct hole position
Align angle；（Three）Drilling；（Four）Grouting；（Five）Put anchor pole；（Six）Pull out outer tube；（Seven）Waist rail is installed；（Eight）In advance
Stress tension；（Nine）Anchor pole is examined；The present invention is simple to operate, and cost is cheap, and supporting effect is good, suitable for architectural engineering
Clay, silty clay and containing the relatively low earth-retaining branch of a small amount of sand, stone argillic horizon, the deep basal pit of miscellaneous fill soil property, and level of ground water
Shield.This method is cheap, although being widely used, the stratum that it is applied is limited, has certain limitation
Property.
The Chinese patent of Application No. 201110038905.4 discloses a kind of anti-collapse hole construction method for anchor drilling, bag
Include following steps：A, pit earthwork excavates；B, the cleaning of side slope surface dust, smooth and excavation slope unwrapping wire；Drilling machine is installed c,；D, adopt
Being drilled with a section core bit, the core bit and its drilling rod are hollow types, 90~120mm of drill pipe diameter, length 1.0~
1.2m；E, be arranged on the built-in bit bore of the inside of the core bit using a section, the built-in drill bit be it is solid, its
Drilling rod is hollow, and the drill pipe diameter of the built-in drill bit is smaller 5~8mm than the drill pipe diameter of core bit, length 1.0~
1.2m；F, step d and e are alternately repeated；G, borehole cleaning and whole exit built-in drill bit drilling rod；Anchor cable and Grouting Pipe are installed h,；I, note
Starch and exit drilling rod of coring, drilling rod of coring is exited on marginal not slurry side, often exit a section core drilling rod with regard to ftercompction slip casting once；J, whole
Exit the drilling rod and ftercompction slip casting is once again of coring.Although this method can be applicable various stratum, ensure that hole wall does not cave in, effect compared with
It is good, but cost is high, cost is too high.
The Chinese patent of Application No. 201210064318.7 discloses a kind of self-drilling type spiral anchor rod and its with brill slip casting
Stirring solidification construction technology, the support engineering of side slope is drawn suitable for soft clay area anchor.The body of rod of spiral anchor rod is provided with slurry outlet,
The front end closing of anchor rod body, helical blade is welded on to the front end of anchor rod body, on the anchor rod body behind helical blade
Weld stirring sheet.It is water filling while anchor rod body is crept into using spiral anchor rod with grouting stirring solidification construction technology is bored
Mud, side drilling marginal not slurry, makes its slurry be projected from the slurry outlet of anchor rod body, lower that the soil body stirs with the cutting of front end helical blade
It is combined, the stirring sheet that helical blade is set below, by the soil body and cement mortar uniform stirring, irregular anchor is formed after solidification
Solid, increase its anchor force.The present invention makes drilling integrated with slip casting, avoids grouting behind shaft or drift lining to pressure shadow caused by foundation pit side-wall
Ring, while grouting pressure can effectively be controlled, it is ensured that grouting quality.This patent is used drilling rod and anchor pole muscle body
The method being combined into one, one-shot forming, hole wall collapse can be effectively prevented, but its muscle body is non-conventional material, design calculates reason
By immature, cost is also higher.
The content of the invention
For the above-mentioned technical problem in correlation technique, the present invention proposes a kind of anchor pole equipment and armature boring construction party
Method, the above-mentioned deficiency of prior art can be overcome.
To realize above-mentioned technical purpose, the technical proposal of the invention is realized in this way：
A kind of anchor pole equipment, including the drilling rod supervisor that the drilling rod being sequentially connected from beginning to end by several forms, the drilling rod supervisor's
Outside is connected with blade, and hollow slip casting passage is provided with the drilling rod supervisor, and one end of the drilling rod supervisor is connected with drill bit, institute
State the junction that drilling rod supervisor is sequentially connected with the junction of drill bit and several drilling rods head and the tail and be equipped with sealing gasket, the drill bit
Injected hole is provided with, the outside of the injected hole is provided with the injected hole protection cap being engaged with the injected hole, described slip casting
Hole protection cap is connected with drill bit.
Further, the injected hole protection cap is flexibly connected with drill bit.
Further, the outside of the drilling rod supervisor is provided with connection screw thread.
The present invention also provides a kind of armature boring construction method of anchor pole equipment, and this method comprises the following steps：
S1：Rig is in place, adjustment angle, auger stem drilling, reaches projected depth；
S2：Mix cement slurry, fills a small amount of basic matterial or a small amount of mud powder increase viscosity；
S3：Grouting Pipe is connected with drilling rod, starts grouting pump；
S4：Drilling rod is extracted when rotating, while injects cement mortar, pulls out drilling speed degree well according to grouting pump flow rate calculation so that cement
Slurry is in time full of drilling；
S5：Anchor pole muscle body is made, is placed on standby near aperture；
S6：After drilling rod is extracted completely, anchor pole muscle body is put into time；
S7：Mend slurry in secondary aperture；
S8：Maintenance, waist rail is made, dispose anchor head, tensioning fixation.
Further, in step s 2, the ratio of mud of the cement mortar is 0.4-0.55.
Further, in step s 2, described basic matterial is carboxyl methyl cellulose, and its additive capacity is water
The 3%-8% of shale amount.
Further, in step s 2, the additive capacity of the mud powder is the 5%-15% of cement quality.
Further, before step S1, should also comprise the following steps：
S0：Prepare and check, required material is ready for complete, while check whether equipment is handy.
Beneficial effects of the present invention：The present invention is not used with plumber's skill, is carried out retaining wall with cement mortar, low cost, is saved into
This；For the present invention in construction, environmental pollution is small；Rotated when drilling rod is extracted and make it that cement mortar is effectively combined with hole wall, anchor can be improved
Bar withdrawal resistance；Anchor pole can bear very high pressure, be adapted to more occasions, strong adaptability, and simple in construction, operation letter
Just.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing needed to use is briefly described, it should be apparent that, drawings in the following description are only some implementations of the present invention
Example, for those of ordinary skill in the art, on the premise of not paying creative work, can also be obtained according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is a kind of structural map of anchor pole equipment described according to embodiments of the present invention；
Fig. 2 is drill configurations front view described according to embodiments of the present invention；
Fig. 3 is drill configurations side view described according to embodiments of the present invention；
Fig. 4 is drill configurations top view described according to embodiments of the present invention；
In figure：
1st, drilling rod is responsible for；2nd, blade；3rd, hollow slip casting passage；4th, drill bit；5th, sealing gasket；6th, injected hole；7th, injected hole protection cap；
8th, connection screw thread.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.It is based on
Embodiment in the present invention, the every other embodiment that those of ordinary skill in the art are obtained, belong to what the present invention protected
Scope.
As Figure 1-4, described a kind of anchor pole equipment according to embodiments of the present invention, including by several head and the tail successively phase
The drilling rod supervisor 1 of drilling rod composition even, the outside of the drilling rod supervisor 1 is connected with blade 2, in being provided with the drilling rod supervisor 1
Empty slip casting passage 3, one end of drilling rod supervisor 1 are connected with drill bit 4, the junction of the drilling rod supervisor 1 and drill bit 4 and some
The junction that individual drilling rod head and the tail are sequentially connected is equipped with sealing gasket 5, and the drill bit 4 is provided with injected hole 6, the injected hole 6
Outside is provided with the injected hole protection cap 7 being engaged with the injected hole 6, and described injected hole protection cap 7 is connected with drill bit 4.
In one embodiment, the injected hole protection cap 7 is flexibly connected with drill bit 4.
In one embodiment, the outside of the drilling rod supervisor 1 is provided with connection screw thread 8.
The present invention also provides a kind of armature boring construction method of anchor pole equipment, and this method comprises the following steps：
S1：Rig is in place, adjustment angle, auger stem drilling, reaches projected depth；
S2：Mix cement slurry, fills a small amount of basic matterial or a small amount of mud powder increase viscosity；
S3：Grouting Pipe is connected with drilling rod, starts grouting pump；
S4：Drilling rod is extracted when rotating, while injects cement mortar, pulls out drilling speed degree well according to grouting pump flow rate calculation so that cement
Slurry is in time full of drilling；
S5：Anchor pole muscle body is made, is placed on standby near aperture；
S6：After drilling rod is extracted completely, anchor pole muscle body is put into time；
S7：Mend slurry in secondary aperture；
S8：Maintenance, waist rail is made, dispose anchor head, tensioning fixation.
In one embodiment, in step s 2, the water ash mass ratio of the cement mortar is 0.4-0.55.
In one embodiment, in step s 2, described basic matterial is carboxyl methyl cellulose, and it is added
Dosage is the 3%-8% of cement quality.
In one embodiment, in step s 2, the additive capacity of the mud powder is the 5%-15% of cement quality.
In one embodiment, before step S1, should also comprise the following steps：
S0：Prepare and check, required material is ready for complete, while check whether equipment is handy.
In order to facilitate understand the present invention above-mentioned technical proposal, below by way of in specifically used mode to the present invention it is above-mentioned
Technical scheme is described in detail.
When specifically used, anchor pole equipment of the present invention because drilling rod supervisor and the junction of drill bit and several bore
The junction that bar head and the tail are sequentially connected is equipped with sealing gasket so that drilling rod can bear very high pressure, and then can adapt to more
More ground environments.
Drill bit of the present invention survives enabling form, and drilling process keeps closing, by high pressure cement slurries during extraction
Wash drill bit valve open, and then complete operation, the present invention is simple in construction, easy to operate.
The armature boring construction method of anchor pole equipment described in the invention, work progress are as follows：
Required material is ready for first complete, while checks whether equipment is handy, if handy, rig is in place, adjusting angle
Degree, auger stem drilling, reaches projected depth, and then mix cement slurry, and adjustment water ash mass ratio is 0.4-0.55, and admixture is a small amount of
Basic matterial or a small amount of mud powder, ensure its viscosity and can meet retaining wall requirement, while proof strength requirement than coincidence；Secondly will note
Slurry pipe is connected with drilling rod, starts grouting pump, and drilling rod is extracted when rotating, while injects cement mortar, according to grouting pump flow rate calculation
Drilling speed degree is pulled out well so that cement mortar full of drilling, then makes anchor pole muscle body, place it in standby near hell, treat in time
After drilling rod is extracted completely, anchor pole muscle body is put into time, while benefit slurry is carried out to secondary aperture, is finally conserved, and makes waist rail,
Dispose anchor head, tensioning fixation.
Basic matterial of the present invention is carboxyl methyl cellulose, and its additive capacity is the 3%-8% of cement quality；
The additive capacity of the mud powder is the 5%-15% of cement quality.
In summary, the present invention is not used with plumber's skill, carries out retaining wall with cement mortar, low cost is cost-effective；The present invention
In construction, environmental pollution is small；Rotated when drilling rod is extracted and make it that cement mortar is effectively combined with hole wall, anti-pulling of anchor bar can be improved；
Anchor pole can bear very high pressure, be adapted to more occasions, strong adaptability, and simple in construction, easy to operate.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
God any modification, equivalent substitution and improvements made etc., should be included in the scope of the protection with principle.
Claims (8)
- A kind of 1. anchor pole equipment, it is characterised in that the drilling rod supervisor that the drilling rod including being sequentially connected from beginning to end by several forms （1）, the drilling rod supervisor（1）Outside be connected with blade（2）, the drilling rod supervisor（1）It is interior to be provided with hollow slip casting passage（3）, The drilling rod supervisor（1）One end be connected with drill bit（4）, the drilling rod supervisor（1）With drill bit（4）Junction and several brill The junction that bar head and the tail are sequentially connected is equipped with sealing gasket（5）, the drill bit（4）It is provided with injected hole（6）, the injected hole （6）Outside be provided with and the injected hole（6）The injected hole protection cap being engaged（7）, described injected hole protection cap（7）With brill Head（4）Connection.
- A kind of 2. anchor pole equipment according to claim 1, it is characterised in that the injected hole protection cap（7）With drill bit（4） It is flexibly connected.
- A kind of 3. anchor pole equipment according to claim 1, it is characterised in that the drilling rod supervisor（1）Outside be provided with connect Connect screw thread（8）.
- A kind of 4. armature boring construction method of the anchor pole equipment as described in any as described in claim 1-3, it is characterised in that Comprise the following steps：S1：Rig is in place, adjustment angle, auger stem drilling, reaches projected depth；S2：Mix cement slurry, fills a small amount of basic matterial or a small amount of mud powder increase viscosity；S3：Grouting Pipe is connected with drilling rod, starts grouting pump；S4：Drilling rod is extracted when rotating, while injects cement mortar, pulls out drilling speed degree well according to grouting pump flow rate calculation so that cement Slurry is in time full of drilling；S5：Anchor pole muscle body is made, is placed on standby near aperture；S6：After drilling rod is extracted completely, anchor pole muscle body is put into time；S7：Mend slurry in secondary aperture；S8：Maintenance, waist rail is made, dispose anchor head, tensioning fixation.
- 5. armature boring construction method according to claim 4, it is characterised in that in step s 2, the cement mortar Water ash mass ratio is 0.4-0.55.
- 6. armature boring construction method according to claim 4, it is characterised in that in step s 2, described alkaline material Expect for carboxyl methyl cellulose, and its additive capacity is the 3%-8% of cement quality.
- 7. armature boring construction method according to claim 6, it is characterised in that in step s 2, the mud powder adds Add the 5%-15% that dosage is cement quality.
- 8. armature boring construction method according to claim 4, it is characterised in that before step S1, should also include such as Lower step：S0：Prepare and check, required material is ready for complete, while check whether equipment is handy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710744230.2A CN107447755A (en) | 2017-08-25 | 2017-08-25 | A kind of anchor pole equipment and armature boring construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710744230.2A CN107447755A (en) | 2017-08-25 | 2017-08-25 | A kind of anchor pole equipment and armature boring construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107447755A true CN107447755A (en) | 2017-12-08 |
Family
ID=60494081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710744230.2A Pending CN107447755A (en) | 2017-08-25 | 2017-08-25 | A kind of anchor pole equipment and armature boring construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107447755A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106864A (en) * | 2019-04-25 | 2019-08-09 | 上海大学 | A kind of quick processing system of soft soil foundation |
| CN113431076A (en) * | 2021-06-24 | 2021-09-24 | 三峡大学 | Self-drilling type pre-stressed anchor rod reinforcing device and method for power transmission line water flooded tower foundation |
| CN114837607A (en) * | 2022-04-27 | 2022-08-02 | 中煤科工开采研究院有限公司 | Grouting reinforcement construction process |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07259074A (en) * | 1994-03-24 | 1995-10-09 | Soil Kogyo Kk | Ground improving method |
| CN201649099U (en) * | 2010-03-18 | 2010-11-24 | 苏州凯贸铸造工业有限公司 | Grout injector metal casting |
| CN102587366A (en) * | 2012-03-13 | 2012-07-18 | 胜利油田胜利工程建设（集团）有限责任公司 | Self-drilling type spiral anchor rod and construction process using self-drilling type spiral anchor rod for grouting along with drilling, stirring and curing |
| CN202768031U (en) * | 2012-08-16 | 2013-03-06 | 朱大刚 | Hollow grouting anchor rod |
| CN105040695A (en) * | 2015-07-17 | 2015-11-11 | 中国建筑第六工程局有限公司 | Anchor rod structure capable of integrally working and construction method |
| CN207160002U (en) * | 2017-08-25 | 2018-03-30 | 中铁建设集团有限公司 | A kind of anchor pole equipment |
-
2017
- 2017-08-25 CN CN201710744230.2A patent/CN107447755A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07259074A (en) * | 1994-03-24 | 1995-10-09 | Soil Kogyo Kk | Ground improving method |
| CN201649099U (en) * | 2010-03-18 | 2010-11-24 | 苏州凯贸铸造工业有限公司 | Grout injector metal casting |
| CN102587366A (en) * | 2012-03-13 | 2012-07-18 | 胜利油田胜利工程建设（集团）有限责任公司 | Self-drilling type spiral anchor rod and construction process using self-drilling type spiral anchor rod for grouting along with drilling, stirring and curing |
| CN202768031U (en) * | 2012-08-16 | 2013-03-06 | 朱大刚 | Hollow grouting anchor rod |
| CN105040695A (en) * | 2015-07-17 | 2015-11-11 | 中国建筑第六工程局有限公司 | Anchor rod structure capable of integrally working and construction method |
| CN207160002U (en) * | 2017-08-25 | 2018-03-30 | 中铁建设集团有限公司 | A kind of anchor pole equipment |
Non-Patent Citations (1)
| Title |
|---|
| 顾志刚等: "《混凝土面板堆石坝施工技术》", 辽宁科学技术出版社, pages: 280 - 282 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110106864A (en) * | 2019-04-25 | 2019-08-09 | 上海大学 | A kind of quick processing system of soft soil foundation |
| CN113431076A (en) * | 2021-06-24 | 2021-09-24 | 三峡大学 | Self-drilling type pre-stressed anchor rod reinforcing device and method for power transmission line water flooded tower foundation |
| CN114837607A (en) * | 2022-04-27 | 2022-08-02 | 中煤科工开采研究院有限公司 | Grouting reinforcement construction process |
| CN114837607B (en) * | 2022-04-27 | 2024-04-05 | 中煤科工开采研究院有限公司 | Grouting reinforcement construction process |
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Application publication date: 20171208 |