CN101109180A - Concrete anchor stock and construction technique thereof - Google Patents
Concrete anchor stock and construction technique thereof Download PDFInfo
- Publication number
- CN101109180A CN101109180A CNA2007100124377A CN200710012437A CN101109180A CN 101109180 A CN101109180 A CN 101109180A CN A2007100124377 A CNA2007100124377 A CN A2007100124377A CN 200710012437 A CN200710012437 A CN 200710012437A CN 101109180 A CN101109180 A CN 101109180A
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- Prior art keywords
- anchor
- concrete
- taper
- head
- construction
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- 239000004567 concrete Substances 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 238000004873 anchoring Methods 0.000 claims abstract description 17
- 239000007787 solid Substances 0.000 claims abstract description 9
- 238000005516 engineering process Methods 0.000 claims description 10
- 230000010412 perfusion Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 2
- 230000000295 complement effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000007667 floating Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000008676 import Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
A concrete roofbolt and its construction method are provided, which pertain to the production industry for construction structures. A new structure and its construction way are provided in respect to the difficulty in the construction roofbolt and anti-float piles, etc. The roofbolt comprises a steel hinging wire, an anchoring board, and an anchoring body, which is characterized in that the steel hinging wire is fixed on the anchoring board, which is connected with a conic anchoring head into an integral structure. A concrete anchoring body is cast in solid state into the bore drilled in advance; then before the anchoring body becomes preliminarily cured, an installed and assembled skeleton is placed in the bore through a steel guide tube in such a way that the point of the anchoring head is located at the bottom of the bore; the pilot tool at top of the guide tube is removed, the guide tube is taken out, now the whole construction completes. The invention is featured by reduced steel use, 20% lower cost; scientific construction way, and effectively reduced collapse rate of bores. The invention can be widely used in the production of anti-float piles, rockbolts and similar structures.
Description
Technical field
The present invention relates to the building unit production industry, is a kind of anti-floating power anchor pole and construction technology thereof specifically.
Background technology
The present stage anti-floating stake of home and abroad building is reinforced concrete member, and amount of reinforcement is bigger, the cost height; Under the high environment of water level, antirust, anticorrosion difficulty is big, and construction quality should not be controlled; Construct simultaneously loaded down with trivial details, when taking a lot of work.If adopt anchor pole, because of bolt diameter is little, stretching resistance is low.
Summary of the invention
The objective of the invention is to build the problem that exists at above-mentioned member, a kind of concrete anchor rod and construction technology thereof have been researched and developed, it be with the anchor pole skeleton after the concrete anchor solid pours into into armature boring, adopt conduit to insert in the anchoring body, reach the effect that construction technology is simple, component quality good, cost is low.
A kind of concrete anchor rod is to be made of each parts of steel strand, anchor head, form anchor, anchoring body and anti-slip tank, it is characterized in that:
A) steel strand are installed on the form anchor, and form anchor is installed on the taper anchor head;
B) the concrete anchor solid by design height be poured in steel strand and anchor head around.
Described construction technology is:
A) earlier steel strand are fixedly mounted on the form anchor, then, form anchor and taper anchor head are assembled into whole anchor pole skeleton;
B) in the armature boring that pre-subdrilling is finished, by designing requirement height concrete perfusion anchoring body;
C) lower end of inserting conduit is inserted in the anti-slip tank, after the other end of conduit is installed the steel strand guider, before concrete initial set is solid, is utilized the pressure of conduit that the anchor pole skeleton is inserted in the concrete, and make taper anchor head tip be in the bottom surface of design height;
D) take off guider, pull out and insert conduit, whole construction technology promptly finishes.
The centre of form anchor is provided with the anti-slip tank of inserting conduit; Concrete anchor solid diameter is 200-800mm, and maximum gauge is 2000mm; The taper anchor head adopts the steel plate welding to make, and perhaps adopts concrete prefabricated forming; The hard-wired taper of anchor head and form anchor bottom surface is rounded, perhaps is square, and perhaps is polygonal shape; Form anchor is rounded, perhaps is square, and perhaps is polygonal shape.
Good effect of the present invention is: (1) anchoring body diameter is big, and general anchor rod anchored body diameter is 80-150mm, and the present invention is generally 200-800mm, and maximum gauge can reach 2000mm, and higher axis force of anchor can be provided; (2) traditional anchor rod anchored body is the cement mortar material, easily cracks; Join cage shape reinforcing bar in the anti-floating stake; And anchoring body of the present invention is a concrete material, no-reinforcing-bar, the no bonding steel strand skin of employing is provided with the plastic cement integument, long service life, quality height, against corrosion, antirust, cost is low, initial estimate can reduce cost and reach 20%; (3) high strength does not have the anchor pole skeleton that bonding steel strand constitute and adopts perfusion anchoring body earlier, and postposition is gone into the method for skeleton, the generation of the inwall cave-in accident of can avoiding holing, and constructing operation is also simpler.
Description of drawings
Fig. 1, overall structure schematic diagram of the present invention;
Fig. 2, structure partial sectional view of the present invention;
Fig. 3, entity schematic diagram of the present invention.
Wherein: 1 anchor head, 2 form anchors, 3 anchoring bodys, 4 ground, 5 conduits, 6 guiders, 7 steel strand, 8 anti-slip tanks.
The specific embodiment
Further describe as follows to content of the present invention in conjunction with the accompanying drawings:
Embodiment 1
The production degree of depth is the anchor pole (as shown in Figure 1, 2) of 6m.3 high strength not being had bonding steel strand 7 be installed on the steel form anchor 2, and with riveting component steel strand 7 are reinforced on form anchor 2, is the steel diameter that the circular form anchor 2 of 180mm is fastened on the taper anchor head 1 again, and taper anchor head bottom surface diameter is similarly 180mm; The diameter of finishing in pre-subdrilling is in the boring of 200mm, concrete perfusion anchoring body 3, and the degree of depth should reach 6m by designing requirement; Afterwards, before concrete anchor solid 3 just solidifies, adopt steel to insert conduit 5 the anchor pole skeleton is inserted foot of hole, the anti-slip tank 8 of form anchor 2 will be aimed in the bottom of conduit 5, upper end should be installed steel strand guider 6, the taper anchor head that the front end of anchor pole is provided with can reach foot of hole smoothly under the promotion of conduit 5; Guider 6 can guarantee to make steel strand be in design attitude; Afterwards, take off guider 6, propose conduit 5, whole construction is promptly finished.
Produce 10m degree of depth anchor pole.The anchor member section is square, and every length of side 400mm does not have bonding steel strand and is made as 4, and taper anchor head bottom surface also is square, and every length of side is similarly 380mm, and anchor head is made with the steel plate weld all around; Form anchor 8 also is square, every length of side 380mm; Perhaps be designed to polygonized structure.Other structures and job practices are all identical with embodiment 1.
Produce the anchor rod construction method of diameter 2m.Earlier the bolthole construction is finished, diameter is 2m, degree of depth 15m; 15 no bonding steel strand of rivet clasp on form anchor, and be tightened to integral body with connector and concrete prefabricated taper anchor head, then, can import in the bolthole.Other structures and construction technology are all identical with embodiment 1.
Claims (6)
1. a concrete anchor rod is to be made of each parts of steel strand (7), anchor head (1), form anchor (2), anchoring body (3) and anti-slip tank (8), it is characterized in that:
A) steel strand (7) are installed on the form anchor (2), and form anchor (2) is installed on the taper anchor head (1);
B) concrete anchor solid (3) by design height be poured in steel strand (7) and anchor head (1) around.
2. according to the construction technology of the described a kind of concrete anchor rod of claim 1, it is characterized in that:
A) earlier steel strand (7) are fixedly mounted on the form anchor (2), then, form anchor (2) and taper anchor head (1) are assembled into whole anchor pole skeleton;
B) in the armature boring that pre-subdrilling is finished, by designing requirement height concrete perfusion anchoring body (3);
C) lower end of inserting conduit (5) is inserted in the anti-slip tank (8), after the other end of conduit (5) is installed steel strand guider (6), before concrete initial set is solid, utilizes the pressure of conduit (5) that the anchor pole skeleton is inserted in the concrete, and make taper anchor head (1) tip be in the bottom surface of design height;
D) take off guider (6), pull out and insert conduit (5), whole construction technology promptly finishes.
3. according to the described a kind of concrete anchor rod of claim 1, it is characterized in that the centre of form anchor (2), be provided with the anti-slip tank (8) of inserting conduit (5).
4. according to the described a kind of concrete anchor rod of claim 1, it is characterized in that concrete anchor solid (3) diameter is 200-800mm, maximum gauge is 2000mm.
5. according to the described a kind of concrete anchor rod of claim 1, it is characterized in that taper anchor head (1) adopts the steel plate welding to make, and perhaps adopts concrete prefabricated forming; Anchor head (1) is rounded with the hard-wired taper of form anchor (2) bottom surface, perhaps is square, and perhaps is polygonal shape.
6. according to the described a kind of concrete anchor rod of claim 1, it is characterized in that form anchor (2) is rounded, perhaps be square, perhaps be polygonal shape, and be complementary with the bottom shape of taper anchor head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100124377A CN100532736C (en) | 2007-08-10 | 2007-08-10 | Construction technology of a concrete anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2007100124377A CN100532736C (en) | 2007-08-10 | 2007-08-10 | Construction technology of a concrete anchor rod |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101109180A true CN101109180A (en) | 2008-01-23 |
| CN100532736C CN100532736C (en) | 2009-08-26 |
Family
ID=39041425
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2007100124377A Expired - Fee Related CN100532736C (en) | 2007-08-10 | 2007-08-10 | Construction technology of a concrete anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100532736C (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011602B (en) * | 2010-01-13 | 2012-03-21 | 孙世国 | Disc anchor rod reinforcement technology computing method |
| CN103485337A (en) * | 2013-10-12 | 2014-01-01 | 中勘冶金勘察设计研究院有限责任公司 | Anti-floating anchor pile construction method |
| CN103603379A (en) * | 2013-12-03 | 2014-02-26 | 葛建 | Anti-floating system combining anti-floating cement soil pile and anti-floating anchor rod and construction process of anti-floating system |
| CN103993613A (en) * | 2014-06-10 | 2014-08-20 | 山东大学 | Method for distributing subgrade retaining wall anchor rods and anchoring bodies |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB9214006D0 (en) * | 1992-07-01 | 1992-08-12 | Keller Ltd | Removable ground anchor |
-
2007
- 2007-08-10 CN CNB2007100124377A patent/CN100532736C/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011602B (en) * | 2010-01-13 | 2012-03-21 | 孙世国 | Disc anchor rod reinforcement technology computing method |
| CN103485337A (en) * | 2013-10-12 | 2014-01-01 | 中勘冶金勘察设计研究院有限责任公司 | Anti-floating anchor pile construction method |
| CN103485337B (en) * | 2013-10-12 | 2017-01-25 | 中勘冶金勘察设计研究院有限责任公司 | Anti-floating anchor pile construction method |
| CN103603379A (en) * | 2013-12-03 | 2014-02-26 | 葛建 | Anti-floating system combining anti-floating cement soil pile and anti-floating anchor rod and construction process of anti-floating system |
| CN103993613A (en) * | 2014-06-10 | 2014-08-20 | 山东大学 | Method for distributing subgrade retaining wall anchor rods and anchoring bodies |
| CN103993613B (en) * | 2014-06-10 | 2015-10-21 | 山东大学 | A method for arranging anchor bolts and anchors for subgrade retaining walls |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100532736C (en) | 2009-08-26 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: SHENYANG ZHONGJIAN DONGSHE SOIL ENGINEERING CO., L Free format text: FORMER OWNER: ZHANG LIFENG Effective date: 20110805 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20110805 Address after: 110006 No. 59 glory street, Liaoning, Shenyang Patentee after: Shenyang Zhongjian Dongshe Geotechnical Engineering Co., Ltd. Address before: 110006 59 glorious Street, Heping District, Liaoning, Shenyang Patentee before: Zhang Lifeng |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090826 Termination date: 20150810 |
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| EXPY | Termination of patent right or utility model |