CN106014464B - A kind of environment-friendly type building municipal works anchor pole - Google Patents
A kind of environment-friendly type building municipal works anchor pole Download PDFInfo
- Publication number
- CN106014464B CN106014464B CN201610606109.9A CN201610606109A CN106014464B CN 106014464 B CN106014464 B CN 106014464B CN 201610606109 A CN201610606109 A CN 201610606109A CN 106014464 B CN106014464 B CN 106014464B
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- Prior art keywords
- cylinder
- guide rod
- inserted link
- block
- gear
- Prior art date
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Links
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 13
- 230000002787 reinforcement Effects 0.000 claims description 19
- 239000013556 antirust agent Substances 0.000 claims description 8
- 239000010410 layer Substances 0.000 claims description 7
- VWDWKYIASSYTQR-UHFFFAOYSA-N sodium nitrate Chemical compound [Na+].[O-][N+]([O-])=O VWDWKYIASSYTQR-UHFFFAOYSA-N 0.000 claims description 6
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical class [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 5
- 239000011241 protective layer Substances 0.000 claims description 4
- 239000002994 raw material Substances 0.000 claims description 4
- TUSDEZXZIZRFGC-UHFFFAOYSA-N 1-O-galloyl-3,6-(R)-HHDP-beta-D-glucose Natural products OC1C(O2)COC(=O)C3=CC(O)=C(O)C(O)=C3C3=C(O)C(O)=C(O)C=C3C(=O)OC1C(O)C2OC(=O)C1=CC(O)=C(O)C(O)=C1 TUSDEZXZIZRFGC-UHFFFAOYSA-N 0.000 claims description 3
- 239000001263 FEMA 3042 Substances 0.000 claims description 3
- LRBQNJMCXXYXIU-PPKXGCFTSA-N Penta-digallate-beta-D-glucose Natural products OC1=C(O)C(O)=CC(C(=O)OC=2C(=C(O)C=C(C=2)C(=O)OC[C@@H]2[C@H]([C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)O2)OC(=O)C=2C=C(OC(=O)C=3C=C(O)C(O)=C(O)C=3)C(O)=C(O)C=2)O)=C1 LRBQNJMCXXYXIU-PPKXGCFTSA-N 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000004568 cement Substances 0.000 claims description 3
- 235000011121 sodium hydroxide Nutrition 0.000 claims description 3
- 235000015393 sodium molybdate Nutrition 0.000 claims description 3
- 235000010344 sodium nitrate Nutrition 0.000 claims description 3
- 239000004317 sodium nitrate Substances 0.000 claims description 3
- LPXPTNMVRIOKMN-UHFFFAOYSA-M sodium nitrite Chemical class [Na+].[O-]N=O LPXPTNMVRIOKMN-UHFFFAOYSA-M 0.000 claims description 3
- 235000010288 sodium nitrite Nutrition 0.000 claims description 3
- 235000019832 sodium triphosphate Nutrition 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- LRBQNJMCXXYXIU-NRMVVENXSA-N tannic acid Chemical compound OC1=C(O)C(O)=CC(C(=O)OC=2C(=C(O)C=C(C=2)C(=O)OC[C@@H]2[C@H]([C@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)[C@@H](OC(=O)C=3C=C(OC(=O)C=4C=C(O)C(O)=C(O)C=4)C(O)=C(O)C=3)O2)OC(=O)C=2C=C(OC(=O)C=3C=C(O)C(O)=C(O)C=3)C(O)=C(O)C=2)O)=C1 LRBQNJMCXXYXIU-NRMVVENXSA-N 0.000 claims description 3
- 229940033123 tannic acid Drugs 0.000 claims description 3
- 235000015523 tannic acid Nutrition 0.000 claims description 3
- 229920002258 tannic acid Polymers 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 claims description 2
- 239000011591 potassium Substances 0.000 claims description 2
- 229910052700 potassium Inorganic materials 0.000 claims description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 claims 1
- 239000002253 acid Substances 0.000 claims 1
- 239000011574 phosphorus Substances 0.000 claims 1
- 229910052698 phosphorus Inorganic materials 0.000 claims 1
- 238000005553 drilling Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- SEGLCEQVOFDUPX-UHFFFAOYSA-N di-(2-ethylhexyl)phosphoric acid Chemical class CCCCC(CC)COP(O)(=O)OCC(CC)CCCC SEGLCEQVOFDUPX-UHFFFAOYSA-N 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000005530 etching Methods 0.000 description 1
- 229910052739 hydrogen Inorganic materials 0.000 description 1
- 239000001257 hydrogen Substances 0.000 description 1
- 125000004435 hydrogen atom Chemical class [H]* 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 235000019796 monopotassium phosphate Nutrition 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- GNSKLFRGEWLPPA-UHFFFAOYSA-M potassium dihydrogen phosphate Chemical class [K+].OP(O)([O-])=O GNSKLFRGEWLPPA-UHFFFAOYSA-M 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D21/0013—Protection against corrosion
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D1/00—Coating compositions, e.g. paints, varnishes or lacquers, based on inorganic substances
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D5/00—Coating compositions, e.g. paints, varnishes or lacquers, characterised by their physical nature or the effects produced; Filling pastes
- C09D5/08—Anti-corrosive paints
-
- 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
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/003—Machines for drilling anchor holes and setting anchor bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK 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
- E21D21/0093—Accessories
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Geology (AREA)
- Geochemistry & Mineralogy (AREA)
- Materials Engineering (AREA)
- Organic Chemistry (AREA)
- Wood Science & Technology (AREA)
- Inorganic Chemistry (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of environment-friendly type building municipal works anchor poles, including the straight cylinder of hollow length, the outer wall of the cylinder is equipped with external screw thread, the cylinder inboard wall top position is fixed with a bearing, a guide rod is installed in the bearing inner race interference, the guide rod is located at cylinder on same axis, the lower position of the guide rod is equipped with spire and threaded portion successively from top to bottom, the both sides of the cylinder are equipped with gear inserted link, the gear inserted link includes connected gear end and inserted link end, the gear end is rotatablely installed by shaft on the cylinder, and a part for the gear end is located at inner barrel, it is engaged with the spire of guide rod.Structure of the invention reasonable design is combined raising stability by extensible gear inserted link with the concrete mortar in hole.
Description
Technical field
The present invention relates to building municipal works technical fields, particularly relate to a kind of environment-friendly type building municipal works anchor pole.
Background technology
Anchor pole is a kind of main branch in underground engineering, mining engineering, foundation pit and the slope project that geotechnical engineering is related to
Shield technology, has wide range of applications, and consolidation effect is good.But being on the increase with engineering construction, it is related to the engineering institute of anchoring
The geological conditions faced becomes increasingly complex, and new problem continues to bring out, and wherein anchor pole etching problem and stability are exactly that there is an urgent need for solutions
Certainly the problem of.
Invention content
It is above-mentioned to solve technical problem to be solved by the invention is to provide a kind of environment-friendly type building municipal works anchor pole
Technical problem.
In order to solve the above technical problems, the embodiment of the present invention provides a kind of environment-friendly type building municipal works anchor pole, packet
The straight cylinder of hollow length is included, the outer wall of the cylinder is equipped with external screw thread, and the cylinder inboard wall top position is fixed with a bearing, institute
It states bearing inner race interference and one guide rod is installed, the guide rod and cylinder are located on same axis, and the lower position of the guide rod is from upper
It is equipped with spire and threaded portion successively under, the both sides of the cylinder are equipped with gear inserted link, and the gear inserted link includes being connected
Gear end and inserted link end, the gear end is rotatablely installed by shaft on the cylinder, and a part for the gear end
It positioned at inner barrel, is engaged with the spire of guide rod, the lower sidewalls of the cylinder are equipped with notch section, and the notch section is for holding
The inserted link end is set, multiple reinforcement blocks are threaded on the outer wall of the cylinder, are connected by flange block between the reinforcement block
It connects, the lateral wall of the reinforcement block has the annular groove of axially spaced setting, and the flange block is by being threaded into cylinder
On lateral wall, the upper and lower end face of the flange block is connected by screw reinforcement block respectively；The lateral wall of the cylinder is located at most upper
The top of layer reinforcement block, which screws in, centering block, and the centering block is equipped with mortar entrance hole, the lateral wall of the cylinder in the axial direction
Pallet is also inserted in above centering block, there is cavity, the cavity to be set by the lateral wall in cylinder at the center of the pallet
Enter gasket and nut is connected with cylinder, the both sides of the pallet are fixed on by cement steel nail on palisades, the top surface of the cavity
It is sealed by seal cap, the upper layer of the pallet is equipped with concrete mortar protective layer；Sleeve, institute are threaded on the threaded portion
The both sides for stating sleeve are equipped with guide runner, and the madial wall of the cylinder lower position is equipped with the cunning to be mutually slidably connected with guide runner
The lower section of block, the sleeve is equipped with rotation seat, and two connecting rods, the lower end both sides point of the cylinder are rotatablely connected on the rotation seat
Not Jiao Jie a fixed jaw, the other end of two connecting rods is rotationally connected with the medium position of a wherein fixed jaw respectively；It is described
On cylinder lateral wall spacing ring is equipped with positioned at the top of notch section；The surface of the cylinder is coated with antirust agent, the antirust agent
Raw material include by weight ratio：4 parts of potassium dihydrogen phosphates, 5 parts of sodium nitrites, 5 parts of sodium nitrate, 5 parts of sodium tripolyphosphates, 5 parts
Sodium hydroxide, 5 parts of sodium molybdates, 1 part of tannic acid, 50 parts of water.
Wherein, the upper end of the guide rod is equipped with detachable handle.
The above-mentioned technical proposal of the present invention has the beneficial effect that：
In said program, structure of the invention reasonable design passes through extensible gear inserted link and the concrete sand in drilling
Slurry is combined raising stability, so that it is combined with concrete mortar by the design of annular groove on reinforcement block, further increases
Cross-brace and stability make anchor pole obtain preferable anti-corrosion effect, by setting by the way that seal cap and mortar cover is arranged
It is combined with the concrete mortar in drilling after the fixed jaw expansion of cylinder bottom end and further increases the stability of combination.Due to
Drum surface is coated with antirust agent, and service life is long, environmentally friendly, has the feature of environmental protection.
Description of the drawings
Fig. 1 is the structural schematic diagram of the pre-installation of the present invention.
Fig. 2 is structural schematic diagram of the present invention after installation is complete.
Fig. 3 is the structural schematic diagram of the flange block of the present invention.
Fig. 4 is the structural schematic diagram of the sleeve of the present invention.
Specific implementation mode
To keep the technical problem to be solved in the present invention, technical solution and advantage clearer, below in conjunction with attached drawing and tool
Body embodiment is described in detail.
As shown in Figures 1 to 4, the embodiment of the present invention provides a kind of environment-friendly type building municipal works anchor pole, including hollow
Long straight cylinder 1, for the convenience of description, the orientation word in following is cylinder placement position shown in FIG. 1, the cylinder 1
Outer wall be equipped with external screw thread, 1 inner wall top position of the cylinder is fixed with a bearing 2, welding form, the bearing 2 can be used
A guide rod 3 is installed in inner ring interference, and the guide rod 3 and cylinder 1 are located on same axis, the lower section of the guide rod 3 equipped with position from
It is equipped with spire 31 and threaded portion 33 successively under, the both sides of the cylinder 1 are equipped with gear inserted link 4, the gear inserted link 4
Including connected gear end 41 and inserted link end 42, the rotational installation of the gear end 41 is on the cylinder 1, and the gear end 41
A part be located inside cylinder 1, engaged with the spire 31 of guide rod 3, the gear end 41 can be by being set in gear end 41
The shaft of the heart is installed on the side wall of cylinder 1, and the lower sidewalls of the cylinder 1 are equipped with notch section 101, and the notch section 101 is used
In the accommodating inserted link end 42, when the rotation of guide rod 3, the spire 31 for passing through 3 lower section of guide rod drives the gear end 41 of gear inserted link 4
Rotation, gear end 41 drive inserted link end 42 to rotate, make inserted link end 42 that can be placed in notch section 101, or keep inserted link end 42 horizontal
Expansion.It is threaded with multiple reinforcement blocks 5 on the outer wall of the cylinder 1, is connected by flange block 6 between the reinforcement block 5, institute
The lateral wall for stating reinforcement block 5 has the annular groove 51 of axially spaced setting, and the flange block 6 is by being threaded into cylinder 1
On lateral wall, the upper and lower end face of the flange block 6 passes through 7 reinforcement by connection block 5 of screw respectively.
The top screw-in that the lateral wall of the cylinder 1 is located at top layer's reinforcement block 5 has centering block 8, and the centering block 8 is in axis
It is equipped with mortar entrance hole 81 upwards, the lateral wall of the cylinder 1 is located at 8 top of centering block and is also inserted in pallet 9, the pallet 9
There is cavity 91, the cavity 91 to be connected with cylinder 1 by the lateral wall merging gasket 10 and nut 11 in cylinder 1 at center, institute
The both sides for stating pallet 9 are fixed on by cement steel nail 18 on palisades 19, and the top surface of the cavity 91 is sealed by seal cap 16, described
The upper layer of pallet 9 is equipped with concrete mortar protective layer 17.
Sleeve 12 is threaded on the threaded portion 33, the both sides of the sleeve 12 are equipped with guide runner 121, the cylinder
The madial wall of 1 lower position is equipped with the sliding block 13 to be slidably connected with 121 phase of guide runner, and the lower section of the sleeve 1, which is equipped with, to be turned
Seat 14 is moved, is rotatablely connected two connecting rods 15 on the rotation seat 14, the lower end both sides of the cylinder 1 are respectively articulated with a fixed jaw
16, the other end of two connecting rods 15 is rotationally connected with the medium position of a wherein fixed jaw 16 respectively.After guide rod 3 rotates
It is moved by 33 drive sleeve 1 of threaded portion, due to being limited by sliding block 13, the rotational motion of sleeve 12 is converted into directly sleeve 12
Line moves, and sleeve 12 is made to move downward, to drive fixed jaw 16 to rotate by connecting rod 15.
The upper end of the guide rod 3 is equipped with detachable handle 32.
The surface of the cylinder is coated with antirust agent, and the raw material of the antirust agent includes by weight ratio：4 parts of di(2-ethylhexyl)phosphates
Hydrogen potassium, 5 parts of sodium nitrites, 5 parts of sodium nitrate, 5 parts of sodium tripolyphosphates, 5 parts of sodium hydroxides, 5 parts of sodium molybdates, 1 part of tannic acid, 50 parts
Water.The preparation method of the antirust agent is to be uniformly mixed above-mentioned raw materials and be made.
In use, be ready to be equipped with the device of cylinder, guide rod, gear inserted link, reinforcement block, flange block, centering block in advance,
And sleeve and fixed jaw are assembled in the lower end of cylinder, flange block and the installation of reinforcing block gap, reinforcement block are installed on two flanges
The centre of block, plays connection function, first and the last one be all reinforcement block, by rotational handle by the inserted link of gear inserted link
End is accommodated in the notch section of cylinder, and fixed jaw is maintained to the initial position of rounding state, and sleeve is located on threaded portion
On the initial position of side, suitable drilling is then vertically squeezed into palisades, which is placed in the drilling, initial position
Two fixed jaws form a tip-shape guide way, convenient for whole device to be placed in drilling, are then turned by handle
Dynamic, guide rod rotation keeps the inserted link end of gear inserted link horizontal, while making fixed jaw in expansion shape, then by centering block
Mortar entrance hole penetration concrete mortar in the borehole, pallet is inserted on cylinder after solidification, pallet is fixed on palisades
On, then gasket, nut are set on cylinder body outer wall, seal cap is then set to cavity top surface, finally in the upper of pallet
Layer setting concrete mortar protective layer.
The above is the preferred embodiment of the present invention, it is noted that for those skilled in the art
For, without departing from the principles of the present invention, several improvements and modifications can also be made, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (2)
1. a kind of environment-friendly type building municipal works anchor pole, which is characterized in that including the straight cylinder of hollow length, the cylinder it is outer
Wall is equipped with external screw thread, and the cylinder inboard wall top position is fixed with a bearing, and a guide rod is installed in the bearing inner race interference, described
Guide rod is located at cylinder on same axis, and the lower position of the guide rod is equipped with spire and threaded portion, institute successively from top to bottom
The both sides for stating cylinder are equipped with gear inserted link, and the gear inserted link includes connected gear end and inserted link end, and the gear end is logical
Shaft rotational installation is crossed on the cylinder, and a part for the gear end is located at inner barrel, is nibbled with the spire of guide rod
It closes, the lower sidewalls of the cylinder are equipped with notch section, and the notch section is for housing the inserted link end, on the outer wall of the cylinder
Multiple reinforcement blocks are threaded with, are connected by flange block between the reinforcement block, the lateral wall of the reinforcement block has along axis
To spaced annular groove, the flange block is by being threaded on the lateral wall of cylinder, the upper and lower end face of the flange block
It is connected by screw reinforcement block respectively；The top screw-in that the lateral wall of the cylinder is located at top layer's reinforcement block has centering block, institute
It states centering block and is equipped with mortar entrance hole in the axial direction, the lateral wall of the cylinder, which is located above centering block, is also inserted in pallet, described
There is cavity, the cavity to be connected with cylinder by the lateral wall merging gasket and nut in cylinder at the center of pallet, the support
The both sides of disk are fixed on by cement steel nail on palisades, and the top surface of the cavity is sealed by seal cap, and the upper layer of the pallet is set
There is concrete mortar protective layer；Sleeve is threaded on the threaded portion, the both sides of the sleeve are equipped with guide runner, the cylinder
The madial wall of body lower position is equipped with the sliding block to be mutually slidably connected with guide runner, and the lower section of the sleeve is equipped with rotation seat,
Two connecting rods are rotatablely connected on the rotation seat, the lower end both sides of the cylinder are respectively articulated with a fixed jaw, two connecting rods
The other end be rotationally connected with the medium position of a wherein fixed jaw respectively；It is located at the top of notch section on the cylinder lateral wall
Equipped with spacing ring；The surface of the cylinder is coated with antirust agent, and the raw material of the antirust agent includes by weight ratio：4 parts of phosphorus
Acid dihydride potassium, 5 parts of sodium nitrites, 5 parts of sodium nitrate, 5 parts of sodium tripolyphosphates, 5 parts of sodium hydroxides, 5 parts of sodium molybdates, 1 part of tannic acid,
50 parts of water.
2. environment-friendly type building municipal works anchor pole according to claim 1, which is characterized in that the upper end of the guide rod is set
There is detachable handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610606109.9A CN106014464B (en) | 2016-07-27 | 2016-07-27 | A kind of environment-friendly type building municipal works anchor pole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610606109.9A CN106014464B (en) | 2016-07-27 | 2016-07-27 | A kind of environment-friendly type building municipal works anchor pole |
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| Publication Number | Publication Date |
|---|---|
| CN106014464A CN106014464A (en) | 2016-10-12 |
| CN106014464B true CN106014464B (en) | 2018-10-19 |
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| CN201610606109.9A Active CN106014464B (en) | 2016-07-27 | 2016-07-27 | A kind of environment-friendly type building municipal works anchor pole |
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Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111004008B (en) * | 2019-11-11 | 2021-05-07 | 河北大白阳金矿有限公司 | Method for reinforcing and reinforcing pre-control roof-pillar method ore pillar |
| CN111894625B (en) * | 2020-08-13 | 2022-03-08 | 高军 | Large-section weak surrounding rock high-prestress anchor rod supporting method and device |
| CN113529810B (en) * | 2021-07-21 | 2022-06-10 | 江苏之上建设有限公司 | Waterproof structure of anti-floating anchor rod for deep foundation pit and construction method thereof |
| CN114934689B (en) * | 2022-05-24 | 2024-01-30 | 江苏鸿基节能新技术股份有限公司 | Building shock insulation reinforcing apparatus |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11209971A (en) * | 1998-01-28 | 1999-08-03 | Mitani Sekisan Co Ltd | Existing projected pile, projected fitting element, and method for constructing existing projected pile |
| CN202140022U (en) * | 2011-07-11 | 2012-02-08 | 无锡金帆钻凿设备有限公司 | Anchor rod bottom-enlarging bit |
| CN104763454A (en) * | 2015-04-08 | 2015-07-08 | 成都理工大学 | Built-in type full-length anticorrosion anchor rod |
| CN105544566A (en) * | 2016-01-25 | 2016-05-04 | 重庆工商职业学院 | Buffer damping anchor |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202767059U (en) * | 2012-06-29 | 2013-03-06 | 上海中技桩业股份有限公司 | High-friction type hollow square pile |
| CN203145009U (en) * | 2013-02-07 | 2013-08-21 | 江苏东浦管桩有限公司 | Prestressing concrete pipe pile |
| CN204040030U (en) * | 2014-07-29 | 2014-12-24 | 浙江水利水电学院 | A kind of novel expanding soil nailing |
| CN203977409U (en) * | 2014-08-04 | 2014-12-03 | 伍锡仁 | A kind of prefabricated assembled concrete pile foundation |
| CN204456076U (en) * | 2015-03-11 | 2015-07-08 | 馆陶县金隅太行混凝土有限公司 | A kind of reinforced concrete pipe pile |
-
2016
- 2016-07-27 CN CN201610606109.9A patent/CN106014464B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11209971A (en) * | 1998-01-28 | 1999-08-03 | Mitani Sekisan Co Ltd | Existing projected pile, projected fitting element, and method for constructing existing projected pile |
| CN202140022U (en) * | 2011-07-11 | 2012-02-08 | 无锡金帆钻凿设备有限公司 | Anchor rod bottom-enlarging bit |
| CN104763454A (en) * | 2015-04-08 | 2015-07-08 | 成都理工大学 | Built-in type full-length anticorrosion anchor rod |
| CN105544566A (en) * | 2016-01-25 | 2016-05-04 | 重庆工商职业学院 | Buffer damping anchor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106014464A (en) | 2016-10-12 |
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Denomination of invention: An environment-friendly anchor rod for building municipal engineering Effective date of registration: 20211229 Granted publication date: 20181019 Pledgee: Shenzhen hi tech investment small loan Co.,Ltd. Pledgor: SHENZHEN BAIQIN CONSTRUCTION ENGINEERING CO.,LTD. Registration number: Y2021980017061 |
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