CN113482061A - Construction method of anti-floating anchor rod positioner without shaping processing - Google Patents
Construction method of anti-floating anchor rod positioner without shaping processing Download PDFInfo
- Publication number
- CN113482061A CN113482061A CN202110707340.8A CN202110707340A CN113482061A CN 113482061 A CN113482061 A CN 113482061A CN 202110707340 A CN202110707340 A CN 202110707340A CN 113482061 A CN113482061 A CN 113482061A
- Authority
- CN
- China
- Prior art keywords
- anchor rod
- floating anchor
- locator
- steel bar
- short steel
- 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 23
- 238000007493 shaping process Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 39
- 239000010959 steel Substances 0.000 claims abstract description 39
- 239000000463 material Substances 0.000 claims abstract description 9
- 239000002699 waste material Substances 0.000 claims abstract description 7
- 239000011083 cement mortar Substances 0.000 claims abstract description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 24
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000002360 preparation method Methods 0.000 claims description 3
- 230000002265 prevention Effects 0.000 claims description 3
- 239000011241 protective layer Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000007569 slipcasting Methods 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- 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
A construction method of an anti-floating anchor rod positioner without shaping processing is characterized by comprising the following steps: a. preparing materials, b, processing materials, c, processing a shaper, wherein a designed positioner comprises three short steel bars, and d, pouring cement mortar. The construction method of the anti-floating anchor rod positioner without shaping processing has the advantages of simple structure, convenient manufacture, full utilization of waste materials, simple and convenient operation, implementation of green construction spirit and reduction of engineering cost.
Description
Technical Field
The invention relates to a construction method of an anti-floating anchor rod positioner, in particular to a construction method of an anti-floating anchor rod positioner without shaping processing.
Background
The anti-floating anchor rod positioner is manufactured by shaping processing in the market at present, and the price of each positioner is different due to different materials and structures. The price is 5-6 yuan, and the price is 2-3 yuan. The unit price of the anti-floating anchor rod positioner processed in a factory is higher, and the installation needs to be slowly screwed towards the middle at one end of the anchor rod. The machined end of the steel bar often has a U-shaped raised edge, so that the positioner cannot be smoothly installed. And after the anticorrosive coating is coated, if the coating thickness is thick or the phenomenon of flowing and falling occurs during coating, the positioner is difficult to mount.
Known anti-floating anchor locator installations therefore suffer from the various inconveniences and problems described above.
Disclosure of Invention
The invention aims to provide a safe and reliable construction method of an anti-floating anchor rod positioner without shaping processing.
In order to achieve the purpose, the technical solution of the invention is as follows:
a construction method of an anti-floating anchor rod positioner without shaping processing is characterized by comprising the following steps:
a. material preparation
Collecting reinforcing steel bars with the diameter less than or equal to phi 12 on a construction site, and providing a plurality of iron wires as binding tools;
b. material processing
According to the requirement of the thickness of the protective layer of the anchor rod, measuring a steel bar with proper length on site, cutting the steel bar into a plurality of short steel bars, and then coating anticorrosive paint for later use;
c. shaper processing
The designed locator comprises three short steel bars, the specific positions of the two short steel bars are firstly determined on the anti-floating anchor rod when the shaper is processed, the third short steel bar is tied on the anti-floating anchor rod after the two short steel bars are firmly bound by the iron wire, and the third short steel bar of the locator is clamped in the threads of the threaded steel bar for firm binding due to the fact that the anti-floating anchor rod is made of the threaded steel bar, and the accurate installation position of the locator is guaranteed;
d. pouring cement mortar
When pouring cement mortar, the secondary slip casting pipe card is fixed at locator outer end fork department, utilizes the iron wire, takes place the condition that drops during the prevention construction.
The construction method of the anti-floating anchor rod positioner without shaping processing can be further realized by adopting the following technical measures.
The method of any preceding claim, wherein the rebar is scrap rebar.
The method of the preceding, wherein the iron wire is 16# iron wire.
After the technical scheme is adopted, the construction method of the anti-floating anchor rod positioner without shaping processing has the following advantages:
1. the locator has simple structure and convenient manufacture;
2. the waste materials can be fully utilized, and the operation is simple and convenient;
3. the green construction spirit is practiced, and the engineering cost is reduced.
Drawings
FIG. 1 is a schematic structural diagram of a positioner according to an embodiment of the present invention, in which two short steel bars are fastened to an anti-floating anchor rod after being firmly bound to each other;
fig. 2 is another schematic structural diagram of the positioner according to the embodiment of the present invention, in which after two short steel bars are firmly bound to each other, the two short steel bars are tied to the anti-floating anchor rod, and then a third short steel bar is bound to the anti-floating anchor rod, and the three short steel bars are crossed with each other to surround the anti-floating anchor rod;
FIG. 3 shows that after the locator of the embodiment of the invention surrounds the anti-floating anchor rod, the secondary grouting pipe is clamped at the fork mouth at the outer end of the locator;
fig. 4 is a schematic view of the positioner fixing the anti-floating anchor rod, and the upper and lower positioners lock the anti-floating anchor rod.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
Example 1
The invention discloses a construction method of an anti-floating anchor rod positioner without shaping processing, which comprises the following steps:
1. material preparation
Collecting the waste steel bar at construction site C12 and above, but not larger than C20. And (5) purchasing 16# iron wires as binding tools.
2. Material processing
According to the requirement of the thickness of the protective layer of the anchor rod, the waste steel bars with proper length are measured on site, the waste steel bars are cut into a plurality of sections of short steel bars 3, and then the sections of the short steel bars are coated with anticorrosive paint for later use. And cutting the 16# iron wire 2 into a proper length to be used as a binding tool for standby.
3. Tool setting process
Referring to fig. 1-3, fig. 1 is a schematic structural view of a positioner according to an embodiment of the present invention, in which two short steel bars are tied to an anti-floating anchor rod 1 after being firmly tied to each other, fig. 2 is another schematic structural view of the positioner according to an embodiment of the present invention, two short steel bars are tied to an anti-floating anchor rod after being firmly tied to each other, and then a third short steel bar is tied to the anti-floating anchor rod, and the three short steel bars are crossed to each other to surround the anti-floating anchor rod, and fig. 3 is a schematic structural view of the positioner according to an embodiment of the present invention, and then a secondary grouting pipe is clamped at a fork opening at the outer end of the positioner after the anti-floating anchor rod is surrounded by the positioner. As shown in the figure, each designed locator needs three short steel bars, so the specific position of each locator is firstly determined on the anchor bar during processing, then two small sections of steel bars are bound firmly with each other, and then the locator is hung on the anchor bar to bind the third short steel bar. The anti-floating anchor rod reinforcing bar is the screw thread, fixes the locator card during the locator in the screw thread, guarantees the firm degree of locator.
4. Secondary slip casting pipe 4 can block in locator outer end fork department, utilizes 16# wire rope fixed, takes place the condition that drops during the prevention construction.
The construction method of the anti-floating anchor rod positioner without shaping processing can fully utilize waste materials, is simple, convenient and quick to operate, has positive effects, highly conforms to the green construction spirit, and saves the construction cost.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (3)
1. A construction method of an anti-floating anchor rod positioner without shaping processing is characterized by comprising the following steps:
a. material preparation
Collecting reinforcing steel bars with the diameter less than or equal to phi 12 on a construction site, and providing a plurality of iron wires as binding tools;
b. material processing
According to the requirement of the thickness of the protective layer of the anchor rod, measuring a steel bar with proper length on site, cutting the steel bar into a plurality of short steel bars, and then coating anticorrosive paint for later use;
c. shaper processing
The designed locator comprises three short steel bars, the specific positions of the two short steel bars are firstly determined on the anti-floating anchor rod when the shaper is processed, the third short steel bar is tied on the anti-floating anchor rod after the two short steel bars are firmly bound by the iron wire, and the third short steel bar of the locator is clamped in the threads of the threaded steel bar for firm binding due to the fact that the anti-floating anchor rod is made of the threaded steel bar, and the accurate installation position of the locator is guaranteed;
d. pouring cement mortar
When pouring cement mortar, the secondary slip casting pipe card is fixed at locator outer end fork department, utilizes the iron wire, takes place the condition that drops during the prevention construction.
2. The method of constructing an anti-floating anchor locator without forming work of claim 1, wherein the reinforcing bars are waste reinforcing bars.
3. The method of constructing an anti-floating anchor locator without setting as defined in claim 1, wherein the iron wire is 16# iron wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110707340.8A CN113482061A (en) | 2021-06-24 | 2021-06-24 | Construction method of anti-floating anchor rod positioner without shaping processing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110707340.8A CN113482061A (en) | 2021-06-24 | 2021-06-24 | Construction method of anti-floating anchor rod positioner without shaping processing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113482061A true CN113482061A (en) | 2021-10-08 |
Family
ID=77936214
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110707340.8A Pending CN113482061A (en) | 2021-06-24 | 2021-06-24 | Construction method of anti-floating anchor rod positioner without shaping processing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113482061A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08184130A (en) * | 1994-12-28 | 1996-07-16 | Sekisui House Ltd | Reinforcing bar holder |
| JPH10131397A (en) * | 1996-10-28 | 1998-05-19 | Kajima Corp | Anchor structure of shear reinforcing bar and anchor plate used for the same structure |
| CN204703160U (en) * | 2015-06-17 | 2015-10-14 | 万军利 | Two anchoring section prestressed anchor Cable Structure |
| CN208379585U (en) * | 2018-05-16 | 2019-01-15 | 南昌大学 | A kind of architectural engineering anchor-rod positioner |
| CN209457055U (en) * | 2018-09-07 | 2019-10-01 | 中航建设集团有限公司 | A kind of deep basal pit mechanical anchor anti-float anchor rod |
-
2021
- 2021-06-24 CN CN202110707340.8A patent/CN113482061A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08184130A (en) * | 1994-12-28 | 1996-07-16 | Sekisui House Ltd | Reinforcing bar holder |
| JPH10131397A (en) * | 1996-10-28 | 1998-05-19 | Kajima Corp | Anchor structure of shear reinforcing bar and anchor plate used for the same structure |
| CN204703160U (en) * | 2015-06-17 | 2015-10-14 | 万军利 | Two anchoring section prestressed anchor Cable Structure |
| CN208379585U (en) * | 2018-05-16 | 2019-01-15 | 南昌大学 | A kind of architectural engineering anchor-rod positioner |
| CN209457055U (en) * | 2018-09-07 | 2019-10-01 | 中航建设集团有限公司 | A kind of deep basal pit mechanical anchor anti-float anchor rod |
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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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211008 |